Non-linear in-plane stability analysis of FG circular shallow arches under uniform radial pressure
Author:
Funder
Iran National Science Foundation through Grant number 92/S/28812
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference24 articles.
1. Flexural–torsional buckling of shallow arches with open thin-walled section under uniform radial loads;Pi;Thin-Walled Struct,2007
2. Lateral–torsional elastic buckling of rotationally restrained arches with a thin-walled section under a central concentrated load;Pi;Thin-Walled Struct,2013
3. Effects of prebuckling analyses on determining buckling loads of pin-ended circular arches;Pi;Mech Res Commun,2010
4. Fundamentals of structural stability;Simitses,2006
5. Bifurcation analysis of a circular arch under hydrostatic pressure;Tatone;Meccanica,1988
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