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  • Articles  (745)
  • Springer  (383)
  • Wiley-Blackwell  (282)
  • Wiley  (80)
  • American Association for the Advancement of Science
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  • 1980-1984  (745)
  • 1935-1939
  • 1980  (745)
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  • Articles  (745)
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  • 1980-1984  (745)
  • 1935-1939
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  • 1
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    Springer
    The journal of technology transfer 5 (1980), S. 69-80 
    ISSN: 1573-7047
    Source: Springer Online Journal Archives 1860-2000
    Topics: Technology
    Notes: Abstract The Stevenson Technology Innovation Act of 1980 has passed Congress and has been signed by the President. The legislation accomplishes two main functions. The first part establishes an Office of Industrial Technology in the Department of Commerce which will oversee the establishment of a wide variety of university-affiliated centers. The Centers will: 1) Perform research supportive of technological and industrial innovation including cooperative industry-university basic and applied research; 2) provide assistance to individuals and small businesses in the generation, evaluation and development of technological ideas supportive of industrial innovation and new business ventures; 3) provide technical assistance and advisory services to industry, particularly small businesses; and 4) provide curriculum development, training, and instruction in invention, entrepreneurship, and industrial innovation. The second part of the Act is concerned with the utilization of Federal Technology. Some of the provisions are: 1) Each Federal Laboratory shall establish an Office of Research and Technology Applications; 2) each Federal laboratory having a total annual budget exceeding $20,000,000 shall provide at least one professional individual full-time as staff for its Office of Research and Technology Application; and 3) after September 30, 1981 each Federal agency shall make available not less than 0.5 percent of the agency's research and development budget to support the technology transfer function of the Office of Research and Technology Applications. The legislation also establishes a Center for the Utilization of Federal Technology in the Department of Commerce to serve as a central clearinghouse for the collection, dissemination, and transfer of information on Federally owned or originated technology having potential application to State and local government and to private industry.
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  • 2
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    Annals of biomedical engineering 8 (1980), S. 103-141 
    ISSN: 1573-9686
    Source: Springer Online Journal Archives 1860-2000
    Topics: Medicine , Technology
    Notes: Abstract In this article we present a detailed description of an analog-digital computer model of those aspects of the bone which are considered to be important in the short-term homeostasis of calcium ions in the body. Quantitative relationships for parameters and variables were obtained from the literature either directly or indirectly. The bone-calcium model was linked to a previously described model of the entire homeostatic system for calcium ions. Simulated experiments, using the entire model showed close correspondence with animal experiments described in the literature, thus validating the model for those cases. The simulated experiments included those concerned with (1) the effects of calcium infusion and calcium removal, (2) parathyroid hormone and calcitonin injection, and (3) removal of the parathyroid glands. The model can be expanded to include further quantitative relationships and details related to specific species, as this information becomes available. We hope that in the meanwhile the model will promote understanding of the general principles of the bone in calcium homeostasis.
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  • 3
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    Annals of biomedical engineering 8 (1980), S. 253-269 
    ISSN: 1573-9686
    Source: Springer Online Journal Archives 1860-2000
    Topics: Medicine , Technology
    Notes: Abstract An a.c. electrophoretic technique in the frequency range between 2–10 Hz, using a rectangular chamber design, has been developed for measuring the surface electric charge density of human red blood cells. With the a.c. approach, mobility can be determined rapidly, electrode polarization is minimized and the construction of the chamber simplified. For frequencies under 10 Hz and a chamber thickness of 150 μm, a theoretical analysis of the electroosmotic flow profile shows that it is almost identical to the d.c. case. With the a.c. method and using a 0.145 N NaCl solution buffered with NaHCO3, the mobility of red cells measured at the lower stationary level is found to be −1.07±0.02 (S.D.) μmsec−1 V−1 cm. The zeta potential and charge density calculated from the mobility are −14.03±0.26 (S.D.) mV and −3603±69 (S.D.) esu cm−2, respectively.
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  • 4
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    Annals of biomedical engineering 8 (1980), S. 305-316 
    ISSN: 1573-9686
    Source: Springer Online Journal Archives 1860-2000
    Topics: Medicine , Technology
    Notes: Abstract Multiaxis robotic and prosthetic systems have a number of common characteristics such that control techniques for robots may sometimes be adapted for prosthetic devices. One characteristic that is particularly important for these systems is that good performance over a wide range of motion and loads is difficult since it is dependent upon complex time-varying, nonlinear dynamics. This paper gives an example of the complexity of the dynamics for a two degree-of-freedom, double-inverted pendulum which has been used as a model for study of biped locomotion. Two different methods called the “inverse plant” and State Space Memory, now being considered for robotic mechanisms, are then presented which base the control on the dynamics of the system and may have application for prosthetic devices.
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  • 5
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    Annals of biomedical engineering 8 (1980), S. 351-360 
    ISSN: 1573-9686
    Source: Springer Online Journal Archives 1860-2000
    Topics: Medicine , Technology
    Notes: Abstract The past ten years have witnessed the introduction of several new methods for chronic recording of electrical activity in peripheral nerves, single nerve fibers and muscles, and for monitoring mechanical events correlated with muscular action. Although these methods were developed as research tools in the study of movements of unrestrained, intact animals, such implantable interfaces with nerve and muscle also promise to be of value in clinical applications; some novel clinical efforts are already being pursued. A review is given of various new techniques that may be clinically applicable and the issues of surgical constraints, quality of signal isolation, and long-term reliability of implantable devices, which ultimately determine the usefulness of each method, are discussed. Experimental devices reviewed include nerve cuff electrodes, floating single-unit electrodes, EMG electrodes, length gauges, and force gauges. General considerations for potential clinical applications are then given.
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  • 6
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    Annals of biomedical engineering 8 (1980), S. 391-404 
    ISSN: 1573-9686
    Source: Springer Online Journal Archives 1860-2000
    Topics: Medicine , Technology
    Notes: Abstract The development of physical or mathematical models offers potentially powerful instruments for understanding interactive mechanics of the circulatory system. Coupled with computer technology, the resultant scientific armamentarium held promise of rapid solutions to complex problems. Expectations have not been fulfilled for several reasons, which are discussed. Lack of information, necessary to achieve realistic model responses, often constrains their applicability. Since complete information, required for all components, may not be available, the importance of representing specific task-significant components is explored. The successful use of this approach is illustrated.
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  • 7
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    Annals of biomedical engineering 8 (1980), S. 431-444 
    ISSN: 1573-9686
    Source: Springer Online Journal Archives 1860-2000
    Topics: Medicine , Technology
    Notes: Abstract In the Cardiac Surgical Intensive Care Unit (CICU) of the University of Alabama Hospital in Birmingham, Alabama, the mean arterial pressure (MAP) is regulated by computer (H-P 21 MX) controlled infusion of vasodilating agents and has been performed in 1100 hypertensive patients following open heart surgery. The MAP controller was developed based on investigation of the dynamics of the physiological responses of hypertensive patients to trimethaphan camsylate (Arfonad) and sodium nitroprusside (Nipride). Representative responses were selected for investigation by digital simulation of a computer programmed version of a proportional-integral-derivative (PID) controller algorithm. The PID controller parameters were tuned to elicit a response with acceptable settling time and minimal overshoot during the time course of the simulated MAP. Eight IMED 929 (IMED Corporation, San Diego, CA) digitally controlled infusion pumps interfaced with our computer based CICU system are used to regulate the blood pressure of patients following cardiac surgery. A microprocessor based blood pressure controller employing this algorithm has been developed and is being evaluated. For system design, analysis, and evaluation, the essential aspects of the arterial blood pressure (MAP) and its response to nitroprusside has been modeled. The arterial pressure is considered the sum of nonstationary stochastic background activity and a change due to the nitroprusside (characterized by a transfer function). The model was applied to the simulation of a clinically used controller and has provided insight into responses observed in the treatment of patients. The model is presently being used for computer-aided design and evaluation of an adaptive controller.
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  • 8
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    Annals of biomedical engineering 8 (1980), S. 515-522 
    ISSN: 1573-9686
    Source: Springer Online Journal Archives 1860-2000
    Topics: Medicine , Technology
    Notes: Abstract Pressure recorded from inside the cranium (intracranial pressure) is a complex function of the interaction of three compartments, each under its own physiologic control. Physiologic or pathologic changes in one compartment affect the other two compartments. The three compartments are vascular, cerebrospinal fluid, and extracellular fluid. Adaptive mechanisms are most rapid relative to the vascular compartment and slowest relative to the extracellular fluid compartments. Systems for closed-loop control of intracranial pressure could conceivably be used to manipulate any of the three compartments by measuring the variables involved in its control and manipulating them. The vascular component could be regulated by the controlled infusion of vasoactive drugs and the measurement of their effect. The extracellular space could be modified by determining its osmolality and modifying it using either dehydrating agents or direct electrical stimulation of the hypothalamic control centers for fluid and electrolyte balance. The cerebrospinal fluid compartment is at present the most easily manipulated of the three compartments. The pathologic condition where cerebrospinal fluid production is greater than absorption is hydrocephalus. In this condition, closed-loop control of intracranial pressure may be critical to prevent the conversion of a transient pathologic state into a permanent one in which a shunting device is always required. Overdrainage of the cerebrospinal fluid compartment can cause ventricular coaptation and lead to inability to control the hydrocephalus. Present systems for hydrocephalus control are valve regulated with a preset opening pressure and, occasionally, an interposed device to prevent siphoning. Feedback-loop control of intracranial pressure could, by varying flow or resistance, allow pin-point control of intracranial pressure and prevent the complications of prolonged shunting.
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  • 9
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    Annals of biomedical engineering 8 (1980), S. 525-538 
    ISSN: 1573-9686
    Source: Springer Online Journal Archives 1860-2000
    Topics: Medicine , Technology
    Notes: Abstract Many of the long-term complications seen in insulin-dependent diabetic patients are not averted by conventional modes of insulin therapy. A commonly expressed hypothesis is that more intensive efforts directed at improved metabolic control in diabetic subjects may result in a decrease of long-term complications. Therefore, increasing attention is being devoted to development of strategies designed to achieve improved blood glucose and metabolic control in insulin-dependent diabetic subjects. The approaches can be divided into three categories: [1] Transplantation, [2] Mechanical devices, and [3] Intensive, conventional therapy. The development of the transplantation approach requires resolution of the problem of rejection and the need for immunosuppression. Recent studies indicate that islet transplantation may be performed without long-term immunosuppression. Closed-loop devices for use at the bedside are available at the present time for short-term investigational use. A device for long-term portable use is not available because of the lack of an adequate glucose sensor. Open-loop devices are currently available that enable long-term clinical studies in humans. Some patients have used these devices at Washington University for over two years. In a few, there has been reversal of some of the neuropathy with retinal vascular leakage and near normal, long-term metabolic control. Some findings in over twenty patients studied long-term include the following: 1. Reduction of postprandial hyperglycemia is possible with intravenous. subcutaneous, or intraperitoneal insulin delivery; 2. Hypoglycemia remains the most common problem seen in ambulatory patients treated with open-loop pumps and necessitates glucose monitoring by the patient at home; 3. Long term “normalization” of plasma glucose is not achieved with openloop systems; 4. Maturity onset diabetic patients are easier to control than juvenile onset diabetics; 5. Some patients tolerate hypoglycemia better than others and this may determine who does well long-term; 6. Long-term subcutaneous insulin delivery is safe, whereas other forms of insulin delivery carry a greater risk; 7. Peripheral hyperinsulinemia is frequently found in patients treated by open-loop methods and may have long-term detrimental effects; 8. Behavioral and psychosocial variables may influence long-term results and have not been studied in detail; 9. The primary clinical use of open-loop systems in diabetic patients at the present time is their use in pregnancy and in patients unresponsive to conventional therapy. Our interest in these devices is to determine if they can avert or reverse the long-term complications of the diabetic. We do not consider them safe for routine use in clinical practice and are concerned that practitioners inexperienced in their use may employ these devices prematurely, before their safety and effectiveness are demonstrated in carefully controlled clinical studies.
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  • 10
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    The journal of technology transfer 4 (1980), S. V 
    ISSN: 1573-7047
    Source: Springer Online Journal Archives 1860-2000
    Topics: Technology
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  • 11
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    The journal of technology transfer 4 (1980), S. 37-45 
    ISSN: 1573-7047
    Source: Springer Online Journal Archives 1860-2000
    Topics: Technology
    Notes: Abstract The application of operations research/management science in the developing country has met with uneven success. Social, cultural, and political factors have constrained direct application of OR technology from industrialized countries to developing countries. Review of OR experience in the United States, especially pitfalls and successes of OR application, does provide significant information which can benefit the application of operations research in the developing country. Successful application of operations research is apt to be highly beneficial if operations researchers in the developing country can effectively deal with the challenges of cultural constraints, an uncertain decision environment, human resource management, and a bounded rationality unique to each developing country.
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  • 12
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    The journal of technology transfer 4 (1980), S. 59-74 
    ISSN: 1573-7047
    Source: Springer Online Journal Archives 1860-2000
    Topics: Technology
    Notes: Abstract Statement of Problem To develop and test the usefulness of the TECTRA Newsletter, a mechanism for disseminating information about technology transfer and the TECTRA data base. Current literature was used to show the emerging importance of technology transfer and the Newsletter's role in this area. Sources of Data Primary data was collected from the recipients of the Newsletter. This included technology transfer agents, administrators of various municipal government departments, and some executives in private enterprise. Conclusions Reached It was shown that the TECTRA Newsletter created interest in the cases reported by the Newsletter, as well as awareness of the TECTRA data base. It was also shown that the Newsletter is regarded as a useful tool by readers, and should therefore be viewed as an on-going project.
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  • 13
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    The journal of technology transfer 5 (1980), S. v 
    ISSN: 1573-7047
    Source: Springer Online Journal Archives 1860-2000
    Topics: Technology
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  • 14
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    The journal of technology transfer 5 (1980), S. 29-36 
    ISSN: 1573-7047
    Source: Springer Online Journal Archives 1860-2000
    Topics: Technology
    Notes: Abstract A brief account of the growth of the “market” concept, as related to technology transfer, leads into the establishment of Dr. Dvorkovitz & Associates by its founder and owner, Vladimir Dvorkovitz, Ph.D., where the company has been, where it is at present, and plans for the immediate future, as related to the world wide dissemination of data on technology available for license from industry, government organizations, university and private research centers, and individual inventors. Company activities cover the computerized data bank, InstanTechEx; TechEx, the annual World Fair for Technology Exchange; the publication on licensing and technology transfer, UNIT.
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  • 15
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    The journal of technology transfer 5 (1980), S. 37-49 
    ISSN: 1573-7047
    Source: Springer Online Journal Archives 1860-2000
    Topics: Technology
    Notes: Abstract This paper considers the problems of the evaluation of the benefits that may be derived from technology transfer. When intangeable benefits are considered the evaluation process becomes more costly and often less reliable. A model is developed that should assist in the evaluation of externalities and other intangeable benefits.
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  • 16
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    The journal of technology transfer 5 (1980), S. 51-68 
    ISSN: 1573-7047
    Source: Springer Online Journal Archives 1860-2000
    Topics: Technology
    Notes: Abstract Among the problems facing decision makers are those of receiving reliable warnings of nascent crises and of having relevant information which can be brought to bear on unforseen decision problems. This paper describes how computer technology is being used to address both of these problems in a real-time environment. Specifically, computers are being used to manage and analyze the relations among nations in order to forewarn decision makers withad hoc information retrieval and data analysis capabilities. Using computers in this fashion in the foreign policy arena is a recent innovation which may have application in other arenas where decision makers must continually anticipate and adapt to unfolding world situations.
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  • 17
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    The journal of technology transfer 4 (1980), S. 15-25 
    ISSN: 1573-7047
    Source: Springer Online Journal Archives 1860-2000
    Topics: Technology
    Notes: Abstract An analogy between the flow of technology and the flow of electricity is used as a method to analyze technology transfer. This effort is expanded by an analogy to the Lewin's field theory in Social Science. An effort is then made to understand better the types of barriers to technology transfer. Several classes of barriers are identified and are then discussed in detail.
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    The journal of technology transfer 4 (1980), S. 1-13 
    ISSN: 1573-7047
    Source: Springer Online Journal Archives 1860-2000
    Topics: Technology
    Notes: Abstract The general objective of this paper is to propose the establishment of a federal cost-sharing policy for reducing risk in transferring technology from the R&D stage to commercialization. Minimization of this risk barrier is expected to encourage diverse groups to participate in technology transfer. Section II focuses on specific barriers that impede technology transfer efforts and it presents policy options to minimize identified barriers. Section III introduces objectives of cost-sharing experiments from which cost-sharing policies can be formulated. In addition, we also identify specific cost-sharing participation criteria and success variables for the policy.
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    The journal of technology transfer 4 (1980), S. 27-36 
    ISSN: 1573-7047
    Source: Springer Online Journal Archives 1860-2000
    Topics: Technology
    Notes: Abstract A technology delivery system designed to provide small and medium-sized businesses with improved access to technological resources for enhancing their productivity and competitiveness has been tested under controlled conditions in the southeastern United States. The demonstration project involved federal research laboratories, state universities, National Information Service and Economic Development Administration of the U.S. Department of Commerce, and technology users in the private sector. The results of the 18 month project are reported and assessed to identify the conditions for the establishment of a national technology network for small and medium sized firms.
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    The journal of technology transfer 4 (1980), S. 81-83 
    ISSN: 1573-7047
    Source: Springer Online Journal Archives 1860-2000
    Topics: Technology
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  • 21
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    The journal of technology transfer 4 (1980), S. 47-57 
    ISSN: 1573-7047
    Source: Springer Online Journal Archives 1860-2000
    Topics: Technology
    Notes: Abstract Promoting industry-wide innovation is a particularly difficult problem of technology transfer because of issues of proprietary information and competition. A promising approach to this problem is network-building through mission-oriented conferences that facilitate communication among those involved in the transfer of technology. This paper defines basic concepts of networking and views mission-oriented conferences as temporary systems. It describes how one mission-oriented conference, the Footwear Technology Symposium, was designed to promote networking. The paper also provides examples of other mission-oriented conferences (including a number of what have been called “research utilization conferences”). The article concludes with a set of recommendations for planners of mission-oriented conferences.
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    The journal of technology transfer 5 (1980), S. 1-9 
    ISSN: 1573-7047
    Source: Springer Online Journal Archives 1860-2000
    Topics: Technology
    Notes: Abstract This paper is concerned with the impact of the Medical Device Amendments of 1976 and its implications in terms of innovation. With this objective the paper first describes the Medical Device Amendments of 1976. The paper then reports empirical evidence on the sources of a subset of innovations regulated by the Amendment's clinical chemistry diagnostic products. Finally, based on the pattern of innovations found, some thoughts are expressed about the likely effects of the Amendments.
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    The journal of technology transfer 5 (1980), S. 11-28 
    ISSN: 1573-7047
    Source: Springer Online Journal Archives 1860-2000
    Topics: Technology
    Notes: Abstract Most efforts in transferring technology to a specific location are carried out following essentially a research approach. However, imposing the research approach onto a situation for which a specific solution needs to be created or restructured represents an inappropriate transfer of technology. A planning and design approach (PDA) is called for. “TOTALS” is based on planning and design concepts adapted to solving the problems of technology transfer. It is composed of six time-based and repeating phases, comprised of nineteen steps. It is based on four important concepts: a systems view of technology, a Technology Transfer Equation, five different purposeful perspectives regarding technology transfer activities, and a holistic PDA. No particular approach, technique, model or body of knowledge can be said to be predominant.
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  • 24
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    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 15 (1980), S. 1-11 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: The distribution of the first-passage time is of decisive importance in lift (elevator) design. It yields the easure of performance of the system, the expected number of stops, the interval (i. e. time elapsed between two successive departures from a given floor) and many other parameters and factors determining the required number of lifts in a building. The derivation is based on the transition probability matrix of the operation policy, and consists in solving a system of linear equations.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 55-62 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: Fourier analysis of numerical accuracy has traditionally concentrated on the propagation behaviour of various methods. When systems of equations in more than one unknown are involved, analysis of propagation accuracy alone is shown to be incomplete. A distribution factor is introduced to complement the Fourier analysis in these cases, and application of the concept to two problems commonly encountered in the water resources field is demonstrated. The distribution factor is shown to provide important information which cannot be obtained from the customary analysis of propagation accuracy.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 177-188 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A simple approximation by nonconforming finite elements is presented that passes the patch test of Irons and Strang but does not yield approximate solutions converging to the solution of the given boundary value problem. It is constructed from continuous piecewise linear functions perturbed by step functions. Further, strange convergence properties of such approximations are explained in all details because they may be typical for the behaviour of nonconforming finite elements violating the basic precondition for convergence.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 209-223 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: The solution of incompressible, viscous flow problems using the primitive variable finite element approach is formulated in a coherent and physically reasoned exposition. In particular, it is shown that terms associated with changes in momentum caused by lack of mass conservation should logically be included in the governing equations. Previous formulations have not considered this possibility. Numerical results are presented to show the effect of inclusion of these extra terms; however, it is concluded from the numerical results for the specific case which was tested that there is no obvious benefit obtained by including these terms.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 237-247 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A dual load method of truss analysis is presented that allows highly nonlinear member behaviour to be followed. In particular, a brittle type of strut behaviour is considered. The method assumes that the inelastic strut response is known and that piecewise linearization of the behaviour is acceptable. An example is given to illustrate the type of problem that can be handled. The example involves negative stiffness of the members and consequently attention must be given to the equation solving procedure for the structure. A comparison is made with some observed test results.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 291-295 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A numerical Laplace transform inversion technique is described, which is a modification of the inversion method using an exponential series representation. By adding an auxiliary function and using Erdélyi's inversion formula, the proposed technique provides the inverse approximation with improved accuracy near t = 0. Numerical illustrations shows that this procedure also works in cases when the original method of schapery fails to give satisfactory results.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 308-318 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: A new method for interpolating in triangles is described. Bivariate cubic polynomials are utilized to define an interpolant which assumes arbitrary position and slope on the entire boundary of a triangular domain. Some examples and applications are discussed.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 351-360 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: Numerical convergence of first- and second-order plate-bending elements is investigated. Using iso-parametric formulation, general bilinear and biquadratic quadrilaterals, with the three moment components and the transverse deflection as dependent variables, are obtained. The same elements are also used as degenerate triangles by collapsing one side. A constant bending moment patch test, applied numerically to the elements, indicated poor performance for linear triangles, while the bilinear, quadratic and biquadratic elements behaved well, with exact results in uniform meshes. Further numerical examples showed the same general trend as the patch test. Although bilinear, quadratic and biquadratic elements were always able to yield the correct solutions with mesh refinements, the linear triangles were in general unable to do so.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 381-404 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
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    Notes: The complete two-dimensional partial differential equations for developing laminar flow in a circular tube have been treated by a finite difference analysis. Property variation with temperature, especially that of viscosity, is allowed for in a flexible manner. The continuity and momentum equations, and then the energy equations, are solved by direct elimination at each axial step, and marching procedure used in the axial direction. A new technique is that the stepwise energy balance is rigidly satisfied throughout by using it as a constituent equation in place of the ‘explicit’ wall thermal boundary condition normally used.The analysis predicts the complete developing hydrodynamic and thermal fields, together with friction factors and heat transfer coefficients. It has been tested for a range of fluid velocity and thermal boundary conditions and for various fluids, including high viscosity oils, water and air.Data for constant wall heat flux have already been published. 1,2 Predictions for constant wall temperature presented here are for forced and combined convection and are compared with experimental data of Test3 and Zeldin and Schmidt4.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 464-469 
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    Keywords: Engineering ; Engineering General
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    Notes: A numerical method for solving two-point boundary value problems associated with systems of first-order nonlinear ordinary differential equations is described. It needs four function evaluations at each point and is of order h6, where h is the space chop. Results of computational experiments, which include perturbation of the initial conditions, comparing this method with other known methods are given.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 470-476 
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    Notes: An algorithm is given to discretize a polygon or curved surface into triangular arrays. The method first involves the manual division of the array into quadrilaterals with specified numbers on rows and columns. The individual points are then filled in automatically and elements are automatically generated. A point of particular importance is that the number of columns or rows may be made to change. A subroutine is given to perform this task.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 483-494 
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    Keywords: Engineering ; Engineering General
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    Notes: An approximate analysis method for calculating local and system geometric imperfection influences on the displacements, stresses and buckling load of imperfect truss structures, is developed. The structural response, as a function of the design variables, is expressed in this approximate analysis which is much faster and cheaper than the ‘accurate’ analysis. The accurate analysis for a particular design is used as a base for each approximate analysis which then gives the response information needed for other designs in the neighbourhood about the base point design. Comparison of the approximate behaviour predictions with accurate results based on the more refined analysis methods shows that the quality of the proposed approximate analysis procedure is adequate for guiding a structural design procedure. It is evident that the approximate analysis is capable of describing the nonlinear behaviour of the structure, but when nonlinearity increases, the quality of the approximate analysis tends to deteriorate.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 575-582 
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    Keywords: Engineering ; Engineering General
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    Notes: The usual linear shape function for approximating axial displacement in beam finite elements used as eccentric stiffeners leads to an inconsistency which can result in large errors in the deflection of plates or composite beams. The introduction of an additional degree-of-freedom for these elements circumvents this problem.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 639-648 
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    Keywords: Engineering ; Engineering General
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    Notes: A boundary-location method is developed for finite element simulation of steady, two-dimensional flows of Newtonian liquid with free boundaries. In the method, boundary shape and position and the velocity and pressure fields are determined simultaneously. Inertial, viscous, gravitational, and surface tension effects are included in the development. The complete set of nonlinear finite element equations is solved by a modified frontal method combined with Newton-Raphson iteration to speed convergence. The finite element used to illustrate the method approximates the pressure as a piecewise constant function and the velocity and free boundaries as piecewise linear functions. Example calculations for flow from a slit show that the method can be effective.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 685-699 
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    Notes: The choice on an efficient direct integration procedure for linear structural dynamic equations of motion is discussed. It is suggested that as accuracy parameter the truncation error on the exponential terms contained in the modal contributions of the exact solution be assumed. This error does not always coincide with the local truncation error. These considerations were used to design an unconditionally stable one-step method whose accuracy is 0(h4). Numerical comparisons with some well-known integration schemes showed the efficiency of the proposed method.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 713-731 
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    Notes: This paper presents a generalized method which generates linear, triangular, quadrilateral and pentahedral elements for the finite element method. Depending on geometrical and material variations, the region to be discretized is manually divided into blocks such as lines, triangles, quadrilaterals, pentahedrons and hexahedrons in several appropriate co-ordinate systems. However, no connectivity information of the adjacent blocks is required by the user as input. The continuity of the generated nodal co-ordinates and element configurations at the block interface are automatically maintained to describe the geometry of structures, no matter how these five types of blocks are connected. Furthermore, a mesh grading algorithm which generates reliable mesh grade distributions in the interior of the triangular and quadrilateral blocks is established corresponding to the arbitrarily defined subdivision numbers for each edge line of blocks. This algorithm is extended to the mesh grading in the interior of the hexahedral and pentahedral blocks. Element numbers are also renumbered in this scheme, in addition to node numbers, in order to increase the computational efficiency of the global matrix assembly. Additional facilities, i.e. loading data generation, boundary condition data generation and so on, are also discussed. An illustrative and a practical example are given to demonstrate the capabilities of this scheme.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 773-778 
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    Notes: The shape functions of serendipity rectangular elements had originally to be found by inspection. More recently an algorithm has been developed to formalize the construction of these shape functions. Here a simple expression is found for the interpolation function of the most general serendipity element. The shape functions can be derived immediately.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 955-980 
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    Notes: A series of finite element algorithms for the calculation of the post-buckling behaviour of structures are proposed. The algorithms represent a finite element implementation of a variational principle for nonlinear eigenvalue problems. Incremental amplitude solution schemes are defined. Numerical results are presented for the post-buckling behaviour of specific structures with linear and nonlinear pre-buckling states.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1041-1052 
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    International Journal for Numerical Methods in Engineering 15 (1980) 
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 935-942 
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 991-1020 
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    Notes: This paper presents isoparametric formulation for the three-dimensional transition finite elements. The transition finite elements are necessary for applications requiring the use of three-dimensional isoparametric solid elements and the curved shell elements. These elements provide proper connections between the two portions of the structure modelled with three-dimensional solids and the curved shell elements. The element properties are derived and presented in detail. Numerical examples are also presented to demonstrate the accuracy and the applications of such elements in three-dimensional stress analysis.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1261-1278 
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    Notes: A hybrid-stress element is developed for the analysis of thin and moderately thick plates. The independent transverse displacement and rotations are interpolated by the 12-node cubic Serendipity shape functions. All components of stress are included and 36β stress assumption is used. The element stiffness possesses correct rank and numerical results indicate that the element does not lock in the thin-plate limit. Results obtained using the present element are compared with those obtained using a 12-node assumed-displacement based Mindlin plate element with reduced integration; the present hybrid-stress element is shown to yield superior accuracy for all cases considered. In addition, the accuracy of the present element is compared against that of analogous 4-node and 8-node hybrid-stress Mindlin plate elements.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1280-1280 
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1083-1094 
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    Notes: This paper is concerned with the solution of the three-dimensional potential problem for electromagnetic river gauging. It extends previous ideas of joining finite elements in an interior region to one infinite external element treated by the boundary integral method1,2 to this case where there are two external infinite elements representing the river and the ground. The boundary continuity conditions on the infinite river-ground interface, as well as the internal-external interfaces, are dealt with by introducing a variational principle with relaxed continuity requirement3.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1107-1107 
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1129-1148 
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1113-1127 
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    Notes: Various boundary methods are considered for the numerical solution of the linear wave equation. The solution in the interior region is obtained using the Lax-Wendroff method. The theory of Gustafsson, Kreiss and Sundström is used to establish stability and the theory of Sköllermo is used to compare the accuracies of the various methods. The accuracy predictions are compared with computed results.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1161-1175 
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    Notes: The technique of fixed-interface modal synthesis used to solve large structural eigenvalue problems is extended to fluid-structure eigenvalue problems with a view to efficient solution of problems involving localized modifications. Three cases are considered: namely, those fluid or fluid-structure vibration problems directly analogous to the structural case; the modification of the fluid model of a structure enclosing a compressible fluid; and the modification of fluid and structural models of a structure enclosing an incompressible fluid. Examples of the three cases are given, as are estimates of the computation that can be saved when using the methods to avoid resolving modified eigenvalue problems. It is also shown that the hard-walled modes of a fluid enclosure can be used to modify the incompressible-fluid modes of the fluid-structure system to account for a degree of compressibility in the fluid. An example and computation estimates are given.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1239-1260 
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    Notes: The assumed-stress hybrid finite element model is examined for application to the bending analysis of thin plates. A hybrid-stress functional is defined by using a Mindlin-type displacement assumption and including all components of stress. The Euler equations and matrix formulation corresponding to this functional are examined to assess the effects of plate thickness, and a rationale is presented for the selection of stress assumptions so that locking is avoided in the thin plate limit. To illustrate these concepts, a series of linear displacement quadrilateral elements are derived and tested, and the best of these elements is identified for suggested implementation in general-purpose computer programs.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1315-1324 
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    Notes: An algorithm is presented for reducing the frontwidth of finite element meshes. The technique takes an arbitrary input scheme and reorders the elements so as to reduce the frontwidth. A number of examples are presented to demonstrate the reliability and effectiveness of the method.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1335-1341 
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    Notes: This review attempts to place in perspective the wide variety of computer methods which are available for constructing irregular computational grids. Several different approaches exist for each aspect of the construction task: creation of the points, recognition of neighbouring points that define grid elements, enumeration of the points with indices, optimization of the positions of the points for computational advantage, and variation of point density throughout the grid.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1381-1393 
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    Notes: The finite element method is used to analyse heat and mass transfer problems in porous media, in which the thermophysical properties are allowed to vary as functions of temperature and moisture. An example is given of the application of the method to the problem of timber drying.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1570-1574 
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    Notes: A method is presented for solving field problems using a finite element formulation, to be executed with the aid of a micro-computer. In order to reduce the requirements regarding memory space, the coefficients of the matrix defining the system of equations are not stored, but calculated when they are needed, in a modification of the usual finite element procedure. The method is applicable to all problems for which Gauss-Seidel iteration converges, and can handle problems involving more than 100 degrees-of-freedom on a computer with 8,000 bytes memory. Computing time may run up to several minutes per cycle of iteration, but on a small, personal computer, this is still acceptable.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1659-1680 
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    Notes: A finite element formulation for the adhesive of a lap joint is presented. The element is based on the assumptions common to the theories of Goland and Reissner and Ojalvo and Eidinoff. Deficiencies of the lap joint theories of those workers and of a previous finite element formulation of the adhesive are pointed out and the covergence of the new formulation to their results is discussed. Experimentally determined extreme fibre strains in the adherends are compared with those determined numerically using the new finite element formulation.
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    International Journal for Numerical Methods in Engineering 15 (1980) 
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1730-1733 
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1747-1769 
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    Notes: Finite elements with polynomial interpolation functions of a degree higher than 2 are used comparatively little on large FEM systems, except in shell elements. However, the author has had several years' experience in the use of the so-called ‘isoparametric, reduced Hermitian element’,4 Which has behaved excellently in an industrial as well as an educational environment. The reason for the interest in the Hermitian concept is that the overcompatibility of the element reduces the number of unknowns, the solution time and the discontinuities in stresses between elements.Explicit formulae for the family of interpolation polynomials of order q and degree p = 2q + 1 are given and hierarchical Hermite elements are introduced. The families of Hermite and serendipity elements are isomorphic and the latter may thus be extended to arbitrary high order.For some problems the equidistant node configuration in Lagrange elements of degree 3 and higher is not optimal with respect to smoothness, and a new type of element, the ‘Lobatto element’, is introduced.The methods consistently produce results of an accuracy which is above the requirements of usual engineering applications, but in graphics smoothness of curves is important for a convincing representation. The methods are of particular interest in industries working with structures composed of almost linear materials with well-known properties.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1771-1812 
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    Notes: An assessment of flat triangular plate bending elements with displacement degrees-of-freedom at the three corner nodes only is presented, with the purpose of identifying the most effective for thin plate analysis. Based on a review of currently available elements, specific attention is given to the theoretical and numerical evaluation of three triangular 9 degrees-of-freedom elements; namely, a discrete Kirchhoff theory (DKT) element, a hybrid stress model (HSM) element and a selective reduced integration (SRI) element. New and efficient formulations of these elements are discussed in detail and the results of several example analyses are given. It is concluded that the most efficient and reliable three-node plate bending elements are the DKT and HSM elements.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1613-1626 
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    Notes: The method of infinite elements is briefly reviewed. New more logical and general formulations of infinite elements are presented. The simplicity of the programming is emphasized. Results are given for elasticity and potential problems. Future extensions are discussed.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1681-1689 
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    Notes: Convection-diffusion equations are difficult to solve when the convection term dominates because most solution methods give solutions which oscillate in space. Previous criteria based on the one-dimensional convection-diffusion equation have shown that finite difference and Galerkin (linear or quadratic basis functions) will not give oscillatory solutions provided the Peclet number times the mesh size (Pe Δx) is below a critical value. These criteria are based on the solution at the nodes, and ensure that the nodal values are monotone. Similar criteria are developed here for other methods: quadratic Galerkin with upwind weighting, cubic Galerkin, orthogonal collocation on finite elements with quadratic, cubic or quartic polynomials using Lagrangian interpolation, cubic or quartic polynominals using Hermite interpolation, and the method of moments. The nodal values do not oscillate for collocation or moments methods with Hermite cubic polynomials regardless of the value of Pe Δx.A new criterion is developed for all methods based on the monotonicity of the solutions throughout the domain. This criterion is more restrictive than one based only on the nodal values. All methods that are second order (Δx2) or better in truncation error give oscillatory solutions (based on the entire domain) unless Pe Δx is below a critical value. This value ranges from 2 for finite difference methods to 4·6 for Hermite, quartic, collocation methods.
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    International Journal for Numerical Methods in Engineering 16 (1980), S. 149-170 
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    Notes: The purpose of the paper is two-fold: Firstly, we develop stream function--vorticity and primitive variable finite element models of two-dimensional barotropic equations that satisfy the conservation of mean vorticity, mean squared vorticity (or enstrophy) and mean kinetic energy, and scondly, we present a comparative study of a number of numerical schemes for their accuracy in phase speed as well as in amplitude calculations for a two-dimensional, time-dependent, stream function--vorticity equation for periodic fluid motion in a channel. A circular vortex is placed in a uniform channel flow of a constant velocity (U) as an initial condition. An analytic solution exists for the problem such that the vortex moves with a constant speed U conserving the shape of the vortex: \documentclass{article}\pagestyle{empty}\begin{document}$$ \begin{array}{*{20}c} {\psi \left({x,y,0} \right) = - Uy + \psi _0 \exp \left[{ - a^2 \left({x^2 + y^2 } \right)} \right] \equiv F\left({x,y} \right)} \hfill \\ {\psi \left({x,y,t} \right) = F\left({x - Ut,y} \right)} \hfill \\ \end{array} $$\end{document} where U, ψ0 a are constants. This example makes it easier to identify the cause of phase speed error, either due to linear or non-linear processes, and furthermore, to find a satisfactory scheme for time integration. The numerical schemes compared include: Arakawa Jacobian,1 Arakawa-Matsuno scheme, Galerkin finite element, Lax-Wendroff, leap-frog, and Crank-Nicholson. The effect of a variational adjustment (see Sasaki16) is also studied. Computational time, RMS errors in stream function and vorticity, and the conservation of the mean kinetic energy and enstrophy are compared at the end of 120 (one period) and 240 (two periods) time steps. The study indicates that the numerical scheme that employs finite elements in space (same as Arakawa Jacobian) and Crank-Nicholson in time is the most accurate among the schemes studied.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1281-1282 
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1325-1334 
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    Notes: A two-dimensional finite element mesh generator capable of discretizing arbitrarily shaped flow regions is described. This economical, interactive computer code, written in FORTRAN IV and employing PLOT 10 software together with TEKTRONIX graphics terminals (4000 series or similar devices), generates a triangular network of variable element density according to the geometry and local kinematic flow patterns of a given fluid flow problem. The algorithm is an easy-to-use preprocessor and mesh generator delivering for a particular source program suitable input data which contribute to a higher degree of accuracy, efficiency and flexibility of the numerical scheme.The code was tested for the triangularization of the confluence region of the Ohio and Tennessee rivers with two islands forming subchannels of different sizes.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1363-1380 
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    Notes: A computational algorithm, based on the combined use of mixed finite elements and classical Rayleigh-Ritz approximation, is presented for predicting the nonlinear static response of structures; The fundamental unknowns consist of nodal displacements and forces (or stresses) and the governing nonlinear finite element equations consist of both the constitutive relations and equilibrium equations of the discretized structure. The vector of nodal displacements and forces (or stresses) is expressed as a linear combination of a small number of global approximation functions (or basis vectors), and a Rayleigh-Ritz technique is used to approximate the finite element equations by a reduced system of nonlinear equations. The global approximation functions (or basis vectors) are chosen to be those commonly used in static perturbation technique; namely a nonlinear solution and a number of its path derivatives. These global functions are generated by using the finite element equations of the discretized structure.The potential of the global-local mixed approach and its advantages over global-local displacement finite element methods are discussed. Also, the high accuracy and effectiveness of the proposed approach are demonstrated by means of numerical examples.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1419-1420 
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1422-1426 
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1447-1455 
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    Notes: The usual linear shape function for approximating axial displacements in beam finite elements used as eccentric stiffeners or as portions of composite cross-sections, leads to an error in the static deflection. A modified element reduces this error. The behaviour of these two elements under free vibration is examined. The linear element is shown to be in considerable error in the dynamic case also.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1489-1506 
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    Notes: An analysis is presented which indicates that special reduced integration of the displacement compatible Lagrange family of finite elements can give numerical models preserving characteristics of equilibrium formulations. A number of examples show that bounds on the discretization error can be obtained in both an energy norm and locally. The process is therefore recommended for error analysis and for the assessment of the reliability of displacement compatible finite element solutions.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1557-1561 
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1580-1583 
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1585-1594 
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    Notes: A methodology is presented for measuring the effectiveness of a finite element approach when compared with a reference finite element approach with respect to accuracy and computation. The effectiveness measure is applied to the Hughes reduction method for structural eigenvalue problems and three proposed analogous methods for fluid or fluid-structure problems. Comparisons of the three methods with consistent interpolation solutions indicate that improved effectiveness can be obtained.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1627-1642 
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    Keywords: Engineering ; Engineering General
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    Notes: This paper is devoted to a comparison of the relative accuracy of two-dimensional vs. three-dimensional finite element representations of contaminant dispersion in shallow lakes. Formulations of both types are developed, followed by numerical calculations of a hypothetical lake. The results indicate that for typical lakes a two-dimensional dispersion analysis can be employed in the absence of a significant advective contribution. With significant advection the two-dimensional approach is not sufficiently accurate. A two-dimensional dispersion analysis requires approximately the same computational resources as a three-dimensional circulation analysis.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1691-1704 
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    Notes: Methods for solving the following data-fitting problems are discussed: given the data (xi, yi, fi),i = 1,…,N construct a smooth bivariate function S with the property that S(xi, yi) = fii = 1,…,N. Because the desire to fit this type of data is encountered frequently in many areas of scientific applications, an investigation of the available methods for solving this problem was undertaken. Several aspects, such as computational efficiency, fitting characteristics and ease of implementation, were analysed and compared. Within the context of a general-purpose method for large sets of data, two of these methods emerged as being generally superior to the others. It is the purpose of this paper to describe these two methods and present examples illustrating their use and application.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1813-1822 
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    Notes: This paper describes a method for the automatic triangulation of arbitrary multilateral plane domains. In addition, the method can be used in connection with that suggested by Zienkiewicz and Phillips4 for the subdivision of curved-boundary domains. The method can be described as general fully automatic and computer oriented. A Fortran computer program has been prepared by the author. Output can be of interactive, graphical or alphanumerical form. The program has been applied to a number of cases. The resulting triangulations are always satisfactory, even when vigorous changes of mesh sizes are encountered.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 1873-1876 
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    International Journal for Numerical Methods in Engineering 16 (1980) 
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    International Journal for Numerical Methods in Engineering 16 (1980), S. 35-49 
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    Notes: Recently, theoretical error analysis for alternating-direction methods using isoparametric elements has been done by the author. Here the implementation of these methods is described for nonlinear parabolic boundary-value problems, and numerical results using these methods are presented. With an alternating-direction method, multidimensional problems can be solved as a series of one-dimensional problems. This results in great savings of both computation time and storage compared to standard finite element techniques.
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    International Journal for Numerical Methods in Engineering 16 (1980), S. 121-136 
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    Notes: This paper describes the use of a penalty method to enforce the constraint of incompressibility in nonlinear elasticity. As an example, a problem involving the use of the Newton-Raphson method in conjunction with incremental loading and a successive mesh refinement scheme is presented. It is shown that during the incremental loading phase and the Newton-Raphson refinement on a fixed mesh, all tangent stiffness matrices are positive definite for the chosen energy density and load increment. But when the mesh is refined and the solution is interpolated as a starting value on the new mesh, the tangent stiffness matrix is indefinite. A theoretical analysis of the associated mixed method and a new equivalence theorem are seen to lead to a way to retain positive definiteness. The key is the use of an equivalent tangent stiffness matrix which is the reduced Hessian matrix. The numerical example shows that both positive definiteness and the quadratic convergence rate of the Newton-Raphson method are obtained.
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    International Journal for Numerical Methods in Engineering 16 (1980), S. 51-64 
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    Notes: The discretization procedure applied to the evolution equations of non-linear heat transfer is usually twofold; first, a semi-discretization in space is realized (by finite elements in the present case), leaving a set of first order non-linear differential equations and, second, the time integration of these equations is accomplished by a step-by-step procedure (e.g. by one-step implicit schemes), thus yielding a set of non-linear algebraic equations for each time-step considered.This paper discusses the two classes of methods one can resort to for solving these final non-linear algebraic systems: (1)Tangent methods derived from the Newton-Raphson (NR) or modified NR techniques, in which successive linearized systems based on the tangent Jacobian matrix are solved until coveragence is reached; owing to the second order accuracy of this method the required number of iterations per step is small, especially if the capacity heat flows are mildly non-linear; tangent methods applied to diffusion problems suffer, however, an important shortcoming; the Jacobian matrices are unsymmetrical and thus require extended core storage and special care in the organization of the solution procedure. Some economy may be realized by either the modified tangent method (the tangent matrix is kept constant for several iterates) or the restricted tangent method (a single iterate per time-step).(2)Secant methods obtained by direct linearization of the time-step equations, in which out-of-balance heat flows are computed at each iteration and serve to correct the solution until heat flow equilibrium is restored; in comparison with tangent methods, a greater number of iterations per step is expected for reasonable accuracy, but the system matrix is always built and inverted only once per time-step and, above all, is symmetrical. it is shown how the pseudo-force formulation with a few corrective loads updating enjoys nearly the same convergence properties as the modified tangent method without involving unsymmetrical system matrices. This constitutes the best suited method for mildly non-linear problems of heat transfer.Some simple numerical experiments are presented that show the relative advantages of the two methods on bench-mark problems.
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    International Journal for Numerical Methods in Engineering 16 (1980), S. 171-184 
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    Notes: A new finite element method is presented for the numerical solution of the Burgers' equation. The method is based on a weighted residual formulation in which the method of characteristics is incorporated by employing isoparametric space-time elements with the sides joining the nodes at subsequent time levels oriented along the characteristic lines of the hyperbolic partial differential equation associated with the Burgers' equation.This method is capable of solving the Burgers' equation accurately for values of viscosity ranging from very small to large. The utility and accuracy of the method are demonstrated by a number of examples and a comparison of the numerical results with the exact solution is presented in one case.
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    International Journal for Numerical Methods in Engineering 15 (1980) 
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 13-30 
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    Notes: It is sometimes convenient to express a numerical algorithm in terms of a network model. The physical picture given can often help the engineer to visualize the properties of the method. In field problems, a lumped network model corresponds to a space discrete field while a transmission-line model corresponds to a field which is discrete in space and time. In this paper, the relationship is given between the lumped network models and transmission-line network models used in the steady-state solution of Maxwell's equations in two and three space dimensions. The use of dual networks is also discussed. An analysis is given for the velocity of waves travelling in any direction across the networks and this is used to compare the accuracy of the models. The use of diakoptics or substructures for the solution of large networks is outlined and this is illustrated by a compound two-dimensional example.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 87-96 
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    Notes: This paper presents a general procedure for calculating the buckling of stiffened skew plates by the Rayleigh-Ritz method with B-spline functions as co-ordinate functions.Convergence of the solutions is investigated in a few typical cases and is found satisfactory. The results are compared with existing values based on other numerical methods and found to be in good agreement. Buckling characteristics of stiffened skew plates are also studies with varying stiffness parameters of stiffeners, skew angles and aspect ratios.
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    Notes: This paper describes the essential features of the program package MAGGY2. With MAGGY2, magnetostatic problems in two dimensions can be analysed. The co-ordinate system may be Cartesian, cylindrical or polar. A finite element method with bilinear isoparametric quadrilaterals is used. Input must be given in the problem-oriented language MAGLAN. This language is based on the idea that a user of MAGGY2 wants to describe his problem rather than give commands for its solution. The algorithm and the problem-oriented language are described. Some examples showing the use of the package are given.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 129-144 
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    Notes: Upwind and central difference schemes for laminar and turbulent flows over a step in a two-dimensional channel are compared with each other and with experiment. Vorticity ω and stream function ψ are used as dependent variables and it is shown that an upwind difference method can give predictions which agree with experiment for high Reynolds number flows. The numerical implementation of the boundary conditions is found critically to determine the solutions obtained. Explicit prescription of ψ and ω at the inlet leads to incorrect values of the inlet velocity component perpendicular to the flow and a solution that does not agree with experiment. Experimental evidence is not available at low Reynolds numbers, but it is found that upwind differences give recirculation zones 8 per cent shorter and 8 per cent less intense than the more conventional conditionally stable central difference method.The distribution of the false diffusion effect in the upwind scheme is considered, and it is shown by use of a simple example that previous statements as to possible minimization of this effect are not generally true.The difficulty of determining the pressure distribution from the vorticity and stream function model is analysed and illustrated.Further, turbulent separated flows are seen to contain regions where two-dimensional time-dependent flow does not exist, and conventional theories do not give good results.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 161-161 
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 162-166 
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 189-208 
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    Notes: A unified approach is presented for the static and transient dynamic linear and geometrically nonlinear analysis of Mindlin plates including initial imperfections. The effects of transverse shear deformation and rotatory inertia are automatically taken into account. A finite element idealization is adopted and the quadratic Lagrangian Mindlin plate element is used together with selective integration. Several numerical examples are presented and compared with results from other sources.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 225-235 
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    Notes: Several computer codes have incorporated the ‘overlay’ material models: the volume element, which is characteristic of the material, is composed of sub-elements with different kinematic hardening, perfectly plastic or even viscoplastic flow rules and different elastic properties, these sub-elements exhibiting all, however, the same total strain.1,2In this paper it is demonstrated how the simple mathematical framework we first proposed for elastic-plastic structures with kinematic hardening material,3 and we extended to some elastic viscoplastic ones,4 can easily be applied to these particular ‘overlay’ materials.One of the interesting advantages of this approach is a straightforward analysis of structural response under cyclic loadings by applying the linear elastic analysis.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 296-301 
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    Notes: A numerical method able to evaluate the response of harbours of constant depth to periodic plane waves in the presence headlands of breakwaters near the harbour mouth is described and tested on a particular case.The method, based on Green's function theory, is rather general, and can also treat the response of an off-shore harbour, as well as the diffraction field due to only breakwaters or headlands, when the interaction with the coastline must be taken into account.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 319-319 
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 333-341 
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    Notes: A method for calculating natural frequencies and mode shapes of large structural systems with substructures and the subspace iteration is developed. The method uses only substructural stiffness matrices and the mass matrix for each finite element of the system. The mass matrix for the entire structure or any of its substructures need not be computed. However, efficiency of the method is improved when mass matrix for the entire structure is computed and saved in the computer core. No approximating assumptions are made. Thus, natural frequencies and mode shapes for the finite element model employed are the same with or without the substructuring algorithm. This is demonstrated by computing first ten natural frequencies and the corresponding mode shapes for an open truss helicopter tail-boom structure.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 361-379 
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    Notes: A simple, efficient finite element method has been presented for the solution of a variety of scalar field problems in two dimensions. It is based on the mapping of the physical problem domain into an ‘image’ domain in the w-plane. The governing equation(s) and the boundary conditions in the physical plane are also appropriately transformed into the w-plane. The processes of standard finite element analysis are then implemented to obtain a solution in the w-plane.The method has been explained in detail, with illustrative examples where appropriate; it has several important advantages over the standard finite element method, particularly for the solution of infinite or semi-infinite domain problems. The method has been demonstrated to be simple, efficient, economical and potentially capable of dealing with a large repartoire of two-dimensional problems, including non-homogeneity, nonlinearity, etc.
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    International Journal for Numerical Methods in Engineering 15 (1980), S. 451-456 
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    Notes: Closed form finite element solutions are obtained for the uniformly loaded membrane in Rn, n = 2,3 discretized with first-order elements. It is verified on this model that the pointwise error in the displacement is 0(h2 log 1/h). Slopes converge pointwise at the optimal rate 0(h).
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