Brief Report
Apr 1974
Transverse Elastic Buckling of Plane Pipe Gridworks
Authors: Alan I. Soler and Hooshang AfshariAuthor Affiliations
Publication: Journal of the Structural Division
Volume 100, Issue 4
Abstract
This note presents an approximate solution for predicting the buckling load factor for an orthogonal gridwork that is valid for arbitrary spacings and distribution of material and geometric properties. The Rayleigh-Ritz procedure is employed to reduce the problem to a solution of an eigenvalue problem. In addition, a procedure for combining computed Euler buckling load factors with semi-empirical buckling formulas for individual grid members is suggested.
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Published In
Journal of the Structural Division
Volume 100 • Issue 4 • April 1974
Pages: 837 - 842
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© 1974 American Society of Civil Engineers.
History
Published in print: Apr 1974
Published online: Feb 1, 2021
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Alan I. Soler
Assist. Prof., Tehran Polytechnic, Tehran, Iran; formerly, Postdoctoral Research Assoc., Towne School, Univ. of Pennsylvania, Philadelphia, Pa.
Hooshang Afshari
Assist. Prof., Tehran Polytechnic, Tehran, Iran; formerly, Postdoctoral Research Assoc., Towne School, Univ. of Pennsylvania, Philadelphia, Pa.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.