Post-buckling behavior of two elastica columns linked with a rotational spring

DOI10.1016/j.ijnonlinmec.2004.01.003zbMath1348.74125OpenAlexW1993412496MaRDI QIDQ873427

Samir Al-Sadder, Osama M. Abuzeid, Mohammad H. F. Dado

Publication date: 29 March 2007

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

Full work available at URL: https://doi.org/10.1016/j.ijnonlinmec.2004.01.003

zbMATH Keywords

Numerical integrationRegression analysisNastranRotational springSemi-analytical solution

Mathematics Subject Classification ID

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

Related Items

Research on nonlinear, postbuckling and elasto-plastic analyses of framed structures and curved beams ⋮ Finite difference scheme for large-deflection analysis of non-prismatic cantilever beams subjected to different types of continuous and discontinuous loadings ⋮ Postbuckling behavior of variable-arc-length elastica connected with a rotational spring joint including the effect of configurational force

Uses Software

• NASTRAN