On post-buckling behavior of columns with cubic constitutive equations

DOI10.1016/0020-7462(90)90043-9zbMath0704.73049OpenAlexW2009779346MaRDI QIDQ917377

Czesław Szymczak, Tomasz Mikulski

Publication date: 1990

Published in: International Journal of Non-Linear Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7462(90)90043-9

zbMATH Keywords

critical flexural buckling loadtangent theory

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60) Theory of constitutive functions in solid mechanics (74A20)

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Accurate analytical approximation to post-buckling of column with Ramberg-Osgood constitutive law

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