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  • 1
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    Vibration of Mindlin Plates (1998)
    Elsevier
    In:  Amsterdam, Elsevier, vol. 6, no. 22, pp. 71-80, (ISBN 0-87590-422-X)
    Details
    Publication Date: 1998
    Keywords: Elasticity ; Textbook of geophysics ; Ritz ; Kirchhoff ; p-Ritz ; software ; Textbook of engineering
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    BIBLIOGRAPHY SEISMOLOGY
  • 2
    Electronic Resource
    Electronic Resource
    Buckling And Vibration Of Annular Mindlin Plates With Internal Concentric Ring Supports Subject To In-Plane Radial Pressure
    Amsterdam : Elsevier
    Journal of Sound and Vibration 177 (1994), S. 689-707 
    Details
    ISSN: 0022-460X
    Source: Elsevier Journal Backfiles on ScienceDirect 1907 - 2002
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics , Physics
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1006/jsvi.1994.1461
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    Paper (German National Licenses)
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  • 3
    Electronic Resource
    Electronic Resource
    Vibration Of Thick Skew Plates Based On Mindlin Shear Deformation Plate Theory
    Amsterdam : Elsevier
    Journal of Sound and Vibration 168 (1993), S. 39-69 
    Details
    ISSN: 0022-460X
    Source: Elsevier Journal Backfiles on ScienceDirect 1907 - 2002
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics , Physics
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1006/jsvi.1993.1361
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    Paper (German National Licenses)
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  • 4
    Electronic Resource
    Electronic Resource
    Flexural Vibration Of Skew Mindlin Plates With Oblique Internal Line Supports
    Amsterdam : Elsevier
    Journal of Sound and Vibration 178 (1994), S. 535-551 
    Details
    ISSN: 0022-460X
    Source: Elsevier Journal Backfiles on ScienceDirect 1907 - 2002
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics , Physics
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1006/jsvi.1994.1502
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    Paper (German National Licenses)
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  • 5
    Electronic Resource
    Electronic Resource
    Vibration Analysis of Corner Supported Mindlin Plates of Arbitrary Shape Using the Lagrange Multiplier Method
    Amsterdam : Elsevier
    Journal of Sound and Vibration 173 (1994), S. 457-470 
    Details
    ISSN: 0022-460X
    Source: Elsevier Journal Backfiles on ScienceDirect 1907 - 2002
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics , Physics
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1006/jsvi.1994.1241
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  • 6
    Electronic Resource
    Electronic Resource
    A non-discretized global method for free vibration of generally laminated fibre-reinforced pre-twisted cantilever plates (2000)
    Springer
    Computational mechanics 26 (2000), S. 197-207 
    Details
    ISSN: 1432-0924
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
    Notes: Abstract  The paper presents a computational method for characterizing the resonant frequency properties of cantilever pre-twisted plates composed of fibre-reinforced laminated composites. It aims to simulate a laminated turbomachinery blade or a fan blade with a relatively small aspect ratio for which the conventional beam model fails to provide accurate solutions. The strain and kinetic energy components are expressed in area integration equations with respect to the plate mid-surface. An energy functional is defined and a governing eigenvalue equation is derived. There is no domain mesh generation in the numerical analysis thus reducing accuracy loss due to discretization. New numerical solutions are presented and the effects of angle of pre-twist, aspect ratio, and symmetric and antisymmetric lamination for two different composite laminates are analyzed in detail. The limit of linear twisting curvature omitted in previous analysis is strictly adopted here and the consequences of exceeding the limit are discussed.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/s004660000167
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  • 7
    Electronic Resource
    Electronic Resource
    Column buckling under general loads with allowances for pre-buckling shortening and shear deformation (1992)
    Springer
    Archive of applied mechanics 62 (1992), S. 544-556 
    Details
    ISSN: 1432-0681
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
    Description / Table of Contents: Übersicht In diesem Beitrag wird die elastische Stabknickung unter axialer, trapezförmiger Streckenlast und Einzellast am Ende untersucht. Der Einfluß einer Stabverkürzung vor dem Knicken und von Schubverformung wird berücksichtigt. Hinsichtlich der Schubverformung wird Engessers Annahme verwendet, d. h., die Querkraft wirkt senkrecht zur Achse des verformten Balkens. Ausgehend vom Funktional der inkrementellen, totalen potentiellen Energie wird zur Lösung die Finite-Element-Methode benutzt. Die Effekte von Vorstauchung und Schubverformung werden untersucht. Es werden Näherungsformeln für die Abschätzung der Knicklasten vorgeschlagen.
    Notes: Summary The paper investigates the elastic buckling behaviour of columns under a combined trapezoidal distributed axial load and an end concentrated load. The buckling analysis takes into account the effects of pre-buckling shortening and shear deformation. For shear deformation, Engesser's assumption of the shear force acting perpendicularly to the centreline of the deflected column is adopted. Based on the derived incremental total potential energy functional, the finite element method is employed for solution. The effects of pre-buckling shortening and shear deformation are investigated and approximate formulas are proposed to incorporate them into the assessment of buckling loads for columns.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/BF00787914
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  • 8
    Electronic Resource
    Electronic Resource
    Timoshenko curved beam bending solutions in terms of Euler-Bernoulli solutions (1997)
    Springer
    Archive of applied mechanics 67 (1997), S. 179-190 
    Details
    ISSN: 1432-0681
    Keywords: Key words Curved beams ; Shear Bending
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
    Notes: Summary  This paper presents the exact relationships between the deflections and stress resultants of Timoshenko curved beams and that of the corresponding Euler-Bernoulli curved beams. The curved beams considered are of rectangular cross sections and constant radius of curvature. They may have any combinations of classical boundary conditions, and are subjected to any loading distribution that acts normal to the curved beam centreline. These relationships allow engineering designers to directly obtain the bending solutions of Timoshenko curved beams from the familiar Euler-Bernoulli solutions without having to perform the more complicated shear deformation analysis.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/s004190050110
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  • 9
    Electronic Resource
    Electronic Resource
    Shear deformable bending solutions for nonuniform beams and plates with elastic end restraints from classical solutions (1998)
    Springer
    Archive of applied mechanics 68 (1998), S. 323-333 
    Details
    ISSN: 1432-0681
    Keywords: Key words beams ; plates ; rotationally elastic restraints ; shear deformable bending ; exact solution
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
    Notes: Summary The relationships of bending solutions between Timoshenko beams and Euler-Bernoulli beams are derived for uniform and non-uniform beams with elastic rotationally restrained ends. Extensions of these relationships for the cylindrical bending of Mindlin and Kirchhoff plates and for the bending of symmetrically laminated beams are also discussed. The new set of general relationships is useful because the more complex Timoshenko beam and Mindlin plate solutions may be readily obtained from their simpler Euler-Bernoulli beam and Kirchhoff plate solutions respectively, without much tedious mathematics.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/s004190050168
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  • 10
    Electronic Resource
    Electronic Resource
    Vibration of stiffened skew Mindlin plates (1995)
    Springer
    Acta mechanica 112 (1995), S. 11-28 
    Details
    ISSN: 1619-6937
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics , Physics
    Notes: Summary This paper presents a formulation for the free vibration analysis of skew Mindlin plates with intermediate parallel stiffeners attached in two directions. The Mindlin theory is used to account for the effects of transverse shear deformations and rotary inertia of the plate while the Engesser theory associated with the consideration of torsion is employed for stiffeners. Based on these two theories, the energy functionals for the plate system have been derived. To obtain the vibration frequencies, these energy functionals are minimized with the shape functions assumed in a set of two-dimensional mathematically complete polynomials. This procedure has been implemented numerically to compute the vibration solutions. Convergence studies have been performed to verify the accuracy of this method. Sets of first known results have been presented for several stiffened plate structures.
    Type of Medium: Electronic Resource
    URL: http://dx.doi.org/10.1007/BF01177475
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