Post buckling behavior of transverse cracked columns

DOI10.1016/0045-7949(84)90134-2zbMath0523.73039OpenAlexW2053029008MaRDI QIDQ3674169

Andrew D. Dimarogonas, Nikolaos K. Anifantis

Publication date: 1984

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7949(84)90134-2

zbMATH Keywords

tensioncompressioncolumnpostbuckling behaviorjumping phenomenalocal flexibilitybehavior of column stable with positive slopescompliance related to stress intensity factorconsidered as incremental deflectionseigenvalue solutions for buckling loadgeneralized influence coefficientsParis equation for deflectionpositive and negative bending modesrelation generalized and expressed in form of complete local stiffness matrix of cracked section of beamsolving numerically nonlinear equation for elasticatransition form zero equilibrium to post buckling equilibrium pathstransverse surface crack on one sidetwo distinct buckling modes identified to closing cracks

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Stress concentrations, singularities in solid mechanics (74G70) Bifurcation and buckling (74G60) Brittle damage (74R05)

Related Items (3)

Nonlinear dynamic response of FG graphene platelets reinforced composite beam with edge cracks in thermal environment ⋮ Natural vibrations of nanostrips with cracks ⋮ Vibratory Characteristics of Euler-Bernoulli Beams with an Arbitrary Number of Cracks Subjected to Axial Load

This page was built for publication: Post buckling behavior of transverse cracked columns