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  • Elasticity  (2)
  • 9320  (1)
  • Body force method  (1)
  • 2000-2004  (4)
  • 1
    Electronic Resource
    Electronic Resource
    Springer
    International journal of fracture 106 (2000), S. 81-93 
    ISSN: 1573-2673
    Keywords: Body force method ; elasticity ; elliptical inclusion ; interaction effect ; longitudinal shear ; numerical analysis ; singular integral equation stress concentration.
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
    Notes: Abstract This paper deals with an interaction problem of arbitrarily distributed elliptical inclusions under longitudinal shear loading. The problem is formulated as a system of singular integral equations with Cauchy-type or logarithmic-type singularities, where unknown functions are the densities of body forces distributed in the longitudinal directions of infinite bodies having the same elastic constants as those of the matrix and inclusions. In order to satisfy the boundary conditions along the elliptical inclusions, four kinds of fundamental density functions are introduced in a similar way of previous papers treating plane stress problems. Then the body force densities are approximated by a linear combination of those fundamental density functions and polynomials. In the analysis, elastic constants of matrix and inclusion are varied systematically; then the magnitude and position of the maximum stress are shown in tables and the stress distributions along the boundary are shown in figures. For any fixed shape, size and elastic constant of inclusions, the relationships between number of inclusions and maximum stress are investigated for several arrangements.
    Type of Medium: Electronic Resource
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  • 2
    Electronic Resource
    Electronic Resource
    Springer
    International journal of fracture 102 (2000), S. 371-392 
    ISSN: 1573-2673
    Keywords: Elasticity ; body force method ; singular integral equations ; numerical analysis ; three-dimensional analysis ; stress concentration factor ; ellipsoidal inclusion.
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
    Notes: Abstract In this paper the interaction among a row of N ellipsoidal inclusions of revolution is considered. Inclusions in a body under both (A) asymmetric uniaxial tension in the x-direction and (B) axisymmetric uniaxial tension in the z-direction are treated in terms of singular integral equations resulting from the body force method. These problems are formulated as a system of singular integral equations with Cauchy-type or logarithmic-type singularities, where unknowns are densities of body forces distributed in the r,θ,z directions. In order to satisfy the boundary conditions along the ellipsoidal boundaries, the unknown functions are approximated by a linear combination of fundamental density functions and polynomials. The present method is found to yield rapidly converging numerical results for interface stresses. When the elastic ratio E 1⇒E I/E M〉1, the primary feature of the interaction is a large compressive or tensile stress σn on the interface θ=0. When E 1⇒E I/E M〈1, a large tensile stress σθ or σt on the interface θ=1/2π is of interest. If the spacing b/d and the elastic ratio E I/E M are fixed, the interaction effects are dominant when the shape ratio a/b is large. For any fixed shape and spacing of inclusions, the maximum stress is shown to be linear with the reciprocal of the squared number of inclusions.
    Type of Medium: Electronic Resource
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  • 3
    Electronic Resource
    Electronic Resource
    Springer
    International journal of fracture 103 (2000), S. 19-39 
    ISSN: 1573-2673
    Keywords: Elasticity ; composite material ; fracture mechanics ; fiber ; generalized stress intensity factor ; end effect ; interaction ; rectangular inclusions.
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
    Notes: Abstract To evaluate the mechanical strength of fiber reinforced composites it is necessary to consider singular stresses at the end of fibers because they cause crack initiation, propagation, and final failure. The singular stress is expressed by generalized stress intensity factors defined at the corner of fibers. As a 2D model an interaction between rectangular inclusions under longitudinal tension is treated in this paper. The body force method is used to formulate the problem as a system of singular integral equations with Cauchy-type or logarithmic-type singularities, where the unknown functions are the densities of body forces distributed in infinite plates having the same elastic constants as those of the matrix and inclusions. In order to analyze the problem accurately, the unknown functions are expressed as piecewize smooth functions using two types of fundamental densities and power series, where the fundamental densities are chosen to represent the symmetric stress singularity of 1/r 1−λ 1 and the skew-symmetric stress singularity of 1/r 1−λ 2. Then, generalized stress intensity factors at the end of inclusions are systematically calculated for various locations, spacings and elastic modulus of two rectangular inclusions in a plate subjected to longitudinal tension.
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  • 4
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    Unknown
    In:  Geophys. Res. Lett., Colorado Springs, US Air Force Academy, vol. 27, no. 10, pp. 1535-1538, pp. L12S08, (ISSN: 1340-4202)
    Publication Date: 2000
    Description: Nagao et al. monitor the geoelectric potential difference between pairs of electrodes (or dipoles) buried at about 2 m depth at several stations in Japan for the purpose of observing co-seismic signals. Studying several recent earthquakes, they report that the signals commence not with the origin time of the earthquakes but with the arrival time of seismic waves. They find two types of co-seismic changes: offset/decay type, which last long after the seismic vibrations cease, and oscillatory type, which decay with the seismic vibrations. They also find that the amplitude of the co-seismic signals does not scale with the dipole length. Also in this issue, Hayakawa et al. [1531] investigate ultra low frequency (ULF) electromagnetic emissions associated with a large earthquake that occurred at Biak Island, Indonesia, in February 1996. Examining data from Biak and Darwin, they find that the ULF emissions observed about 1.5 months before the quake serve as a precursory signature of the earthquake.
    Keywords: Earthquake ; Electromagnetic methods/phenomena ; 0699 ; Electromagnetics ; General ; or ; miscellaneous ; 7223 ; Seismology ; Seismic ; hazard ; assessment ; and ; prediction ; 9320 ; Information ; related ; to ; geographic ; region ; Asia ; 9810 ; General ; or ; miscellaneous ; New ; fields ; (not ; classifiable ; under ; other ; headings) ; GRL
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