Rotatory vibration of sphere of higher order viscoelastic solid.
Sengupta, P.R., De, Nibedita, Kar, Manidipa, Debnath, Lokenath (1994)
International Journal of Mathematics and Mathematical Sciences
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Displaying similar documents to “Inclusions in elasto-plastic solids under the influence of internal and external pressures.”
Rotatory vibration of sphere of higher order viscoelastic solid.
Flaw identification in elastic solids: theory and experiments.
A. Gesualdo, F. Guarracino, V. Mallardo, V. Minutolo, L. Nunziante (1997)
Extracta Mathematicae
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In this work the problem of identificating flaws or voids in elastic solids is addressed both from a theoretical and an experimental point of view. Following a so called inverse procedure, which is based on appropriately devised experiments and a particular bounding of the strain energy, a gap functional for flaw identification is proposed.
Shearing Stress In Bending Of T Beams
V. Basilevich (1956)
Publications de l'Institut Mathématique
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An Elasto-Plastic Contact Problem
Claes Johnson (1977)
Publications mathématiques et informatique de Rennes
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Betti's reciprocal theorem for Cosserat elastic shells
Franco Pastrone (1991)
Atti della Accademia Nazionale dei Lincei. Classe di Scienze Fisiche, Matematiche e Naturali. Rendiconti Lincei. Matematica e Applicazioni
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It is proved that, as in three-dimensional elasticity, Betti's theorem represents a criterion for the existence of a stored-energy function for a Cosserat elastic shell.
Shearing Stress in Bending of I Beams.
V. Basilevich (1953)
Publications de l'Institut Mathématique [Elektronische Ressource]
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On I. Vekua's method in the theory of elastic mixtures.
Janjgava, R. (2000)
Bulletin of TICMI
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Buckling of beam-column problem of anisotropic cylindrical shells
Anukul De (1986)
Aplikace matematiky
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The object of this paper is to formulate the differential equations in the beamcolumn problem of the buckling of anisotropic cylindrical shells, placed between the plates of a testing machine subject to an axial load and a radial load of sufficient magnitude to bring the expansion without constraint of the edges produced by to zero deflection. The solution is obtained with necessary boundary conditions and the corresponding results for the isotropic case are deduced.