Non-linear in-plane multiple equilibria and buckling of pin-ended shallow circular arches under an arbitrary radial point load

DOI10.1016/j.apm.2019.07.021zbMath1448.74043OpenAlexW2958219508WikidataQ127470346 ScholiaQ127470346MaRDI QIDQ1988634

Yong-Lin Pi

Publication date: 24 April 2020

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2019.07.021

zbMATH Keywords

cusplimit point instabilityarch slendernessstationary inflexion point

Mathematics Subject Classification ID

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

Uses Software

• ABAQUS

Cites Work

• Buckling of parabolic shallow arches when support stiffens under compression
• Non-linear in-plane buckling of rotationally restrained shallow arches under a central concentrated load
• Non-linear in-plane postbuckling of arches with rotational end restraints under uniform radial loading
• Non-linear inplane deformation and buckling of rings and high arches
• In-plane stability of arches
• Tracing postbuckling paths of structures containing multi‐loops
• Effects of symmetric imperfections on the behavior of bistable struts
• The Effect of Initial Imperfections on the Buckling Load of Shallow Circular Arches

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