Bifurcation analysis of a circular arch under hydrostatic pressure

DOI10.1007/BF01556710zbMath0673.73033MaRDI QIDQ1121064

Marcello Pignataro, Amabile Tatone, Nicola Luigi Rizzi

Publication date: 1988

Published in: Meccanica (Search for Journal in Brave)

zbMATH Keywords

asymptotic solutionperturbation techniquecritical loadnonlinear field equationselastic post-buckling rangegeometrically exact beam modelsecond order load parameter

Mathematics Subject Classification ID

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

Cites Work

• Using symbolic computation in buckling analysis
• Qualitative behavior of buckled nonlinearly elastic arches
• On one-dimensional finite-strain beam theory: the plane problem
• Postbuckling Ring Analysis
• Flutter of Thin Plates under Combined Shear and Normal Edge Forces