On the first order change of bifurcation buckling loads due to structural geometry perturbations

DOI10.1016/0022-5096(84)90010-3zbMath0558.73028OpenAlexW2015666951MaRDI QIDQ802359

Bertil Storakers

Publication date: 1984

Published in: Journal of the Mechanics and Physics of Solids (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0022-5096(84)90010-3

zbMATH Keywords

linear eigenvalue problemcritical loadsbifurcation bucklingcavitiesperturbation procedurereinforcementsfirst order change of eigenmodesgeometry changeslender structures

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Plates (74K20) Bifurcation and buckling (74G60)

Cites Work

• On uniqueness and stability in the theory of finite elastic strain
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