Bifurcation of an Elastic Stab having Inclined Anisotropy-Axes under Axial Loads
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Bifurcations from a homogeneous, finite, stretch-shear-combined deformation are studied for a transversely ; isotropic, compressible, elastic slab having inclined anisotropy-axes which is subjected to uniform axial loads, tensile and compressive. The bifurcations are analysed on the basis of the incremental deformation theory. For various wavelength-to-thickness ratios, the critical loads are shown in the form of curves as a function of anisotropy-axis inclination.
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