ON STATIC STABILITY OF NONLINEARLY ELASTIC EULER'S COLUMNS OBEYING THE MODIFIED LUDWICK'S LAW

DOI10.1142/S0219455412500770zbMath1359.74194OpenAlexW1997798748MaRDI QIDQ2972630

Matej Sitar, Miha Brojan, Franc Kosel

Publication date: 7 April 2017

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1142/s0219455412500770

zbMATH Keywords

stabilitynonlinear elasticitypost-bucklingbifurcation bucklingfinite-disturbance bucklinglimit-point bucklingmodified Ludwick's constitutive model

Mathematics Subject Classification ID

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

Related Items (1)

A simple method for determining large deflection states of arbitrarily curved planar elastica

Cites Work

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