Buckling of an elastic layer based on implicit constitution: incremental theory and numerical framework

DOI10.1016/j.ijengsci.2021.103568OpenAlexW3198320613MaRDI QIDQ2059839

Yanyan Li

Publication date: 14 December 2021

Published in: International Journal of Engineering Science (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.ijengsci.2021.103568

zbMATH Keywords

finite strainbucklingincremental theoryasymptotic numerical methodimplicit constitution

Mathematics Subject Classification ID

Mechanics of deformable solids (74-XX) Biology and other natural sciences (92-XX)

Related Items (4)

Pure bending of an elastic prismatic beam made of a material with density-dependent material parameters ⋮ Analysis of the propagation of small-amplitude waves in nonlinear elastic solids for problems with infinitesimal strains ⋮ Incremental equations and propagation of small amplitude waves for isotropic incompressible elastic bodies. The case the Hencky strain tensor is a function of the Cauchy stress tensor ⋮ Spectral Chebyshev method coupled with a high order continuation for nonlinear bending and buckling analysis of functionally graded sandwich beams

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