Shearing Stress In Bending Of T Beams
V. Basilevich (1956)
Publications de l'Institut Mathématique
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Displaying similar documents to “An Elasto-Plastic Contact Problem”
Shearing Stress In Bending Of T Beams
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In the plastic constitutive laws the yield functions are assumed to be linear in the stresses, but generally non-linear in the internal variables which are non-decreasing measures of the contribution to plastic strains by each face of the yield surface. The structural models referred to for simplicity are aggregates of constant-strain finite elements. Influence of geometry changes on equilibrium are allowed for in a linearized way (the equilibrium equation contains a bilinear term in...
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Bending analysis of laminated composite and sandwich beams according to refined trigonometric beam theory
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A trigonometric beam theory (TBT) is developed for the bending analysis of laminated composite and sandwich beams considering the effect of transverse shear deformation. The axial displacement field uses trigonometric function in terms of thickness coordinate to include the effect of transverse shear deformation. The transverse displacement is considered as a sum of two partial displacements, the displacement due to bending and the displacement due to transverse shearing. Governing equations...