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Geometric nonlinear analysis of asymmetric thin-walled beam-columns

โœ Scribed by S.L. Chan; S. Kitipornchai


Book ID
113234182
Publisher
Elsevier Science
Year
1987
Tongue
English
Weight
962 KB
Volume
9
Category
Article
ISSN
0141-0296

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A doubly symmetric thin-walled beam element with open section is derived using co-rotational (CR) total Lagrangian (TL) formulation. The eects of deformation-dependent third-order terms of element nodal forces on the buckling load and post-buckling behavior are investigated. All coupling among bendi