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Free-Torsional Stiffness of Locally Buckled Thin-Walled Cross-Sections with Open Profiles

Free-Torsional Stiffness of Locally Buckled Thin-Walled Cross-Sections with Open Profiles The paper utilizes the approximate equivalence between local buckling and overall torsional buckling of cruciform cross section members with double axis symmetry under axial load to study the variation of the free torsional stiffness of thin-walled sections with open-profiles after buckling locally. It is found that the free-torsional stiffness is basically unchanged after the cross-section has buckled. This conclusion has significant meaning for the study of the interaction between local buckling and overall lateral-torsional buckling of thin-walled members with open profiles. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Advances in Structural Engineering SAGE

Free-Torsional Stiffness of Locally Buckled Thin-Walled Cross-Sections with Open Profiles

Advances in Structural Engineering , Volume 7 (3): 8 – Jul 1, 2004

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Publisher
SAGE
Copyright
© 2004 SAGE Publications
ISSN
1369-4332
eISSN
2048-4011
DOI
10.1260/136943304323213210
Publisher site
See Article on Publisher Site

Abstract

The paper utilizes the approximate equivalence between local buckling and overall torsional buckling of cruciform cross section members with double axis symmetry under axial load to study the variation of the free torsional stiffness of thin-walled sections with open-profiles after buckling locally. It is found that the free-torsional stiffness is basically unchanged after the cross-section has buckled. This conclusion has significant meaning for the study of the interaction between local buckling and overall lateral-torsional buckling of thin-walled members with open profiles.

Journal

Advances in Structural EngineeringSAGE

Published: Jul 1, 2004

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