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Effects of prebuckling analyses on determining buckling loads of pin-ended circular arches

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Publication:366570
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DOI10.1016/J.MECHRESCOM.2010.07.016zbMath1272.74204OpenAlexW2081692362MaRDI QIDQ366570

Yong-Lin Pi, Mark Andrew Bradford

Publication date: 13 September 2013

Published in: Mechanics Research Communications (Search for Journal in Brave)

Full work available at URL: http://www.sciencedirect.com/science/article/pii/S0093641310001047


zbMATH Keywords

elasticbucklingnonlinearclassical analysisdeep and shallow archeffects of prebuckling analyses


Mathematics Subject Classification ID

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



Uses Software

  • ABAQUS



Cites Work

  • Unnamed Item
  • Non-linear inplane deformation and buckling of rings and high arches
  • In-plane stability of arches
  • Out of plane stability of circular arches
  • Elastic flexural–torsional buckling of structures by computer
  • A spatially curved‐beam element with warping and Wagner effects




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