Maximum loads of imperfect systems corresponding to stable bifurcation.

DOI10.1016/S0020-7683(01)00232-3zbMath1090.74581OpenAlexW2116984748WikidataQ126556476 ScholiaQ126556476MaRDI QIDQ1598210

Makoto Ohsaki

Publication date: 2002

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0020-7683(01)00232-3

zbMATH Keywords

Buckling analysisImperfection sensitivityAntioptimizationConvex modelMinor imperfectionSimultaneous analysis and design

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60) Optimization of other properties in solid mechanics (74P10)

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Design sensitivity analysis and optimization for nonlinear buckling of finite-dimensional elastic conservative structures

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