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The In-Plane Ultimate Load of I-section Beam-Columns with Slender Web

The In-Plane Ultimate Load of I-section Beam-Columns with Slender Web Similar to plate girders with slender web, a welded I-section beam-column does not fail when its web buckles. To take advantage of this post-local-buckling strength, this paper at first presents a method for calculating the M-P-φ relationship of I-sections with buckled web and residual stresses. The in-plane ultimate load of beam-columns with slender web can then be calculated by using this M-P-φ relationship. Nine eccentrically loaded specimens were tested to failure. The agreement between the calculated and test results confirms the validity of the analytical method. Furthermore, a simplified design formula is presented for predicting the in-plane capacity of beam-columns with slender web. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Advances in Structural Engineering SAGE

The In-Plane Ultimate Load of I-section Beam-Columns with Slender Web

Advances in Structural Engineering , Volume 1 (1): 12 – Jan 1, 1997

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Publisher
SAGE
Copyright
© 1997 SAGE Publications
ISSN
1369-4332
eISSN
2048-4011
DOI
10.1177/136943329700100103
Publisher site
See Article on Publisher Site

Abstract

Similar to plate girders with slender web, a welded I-section beam-column does not fail when its web buckles. To take advantage of this post-local-buckling strength, this paper at first presents a method for calculating the M-P-φ relationship of I-sections with buckled web and residual stresses. The in-plane ultimate load of beam-columns with slender web can then be calculated by using this M-P-φ relationship. Nine eccentrically loaded specimens were tested to failure. The agreement between the calculated and test results confirms the validity of the analytical method. Furthermore, a simplified design formula is presented for predicting the in-plane capacity of beam-columns with slender web.

Journal

Advances in Structural EngineeringSAGE

Published: Jan 1, 1997

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