TECHNICAL PAPERS
Jul 1, 1991

Ultimate Strength of Beams with U‐Shaped Holes in Top of Web

Publication: Journal of Structural Engineering
Volume 117, Issue 7

Abstract

The elastic‐plastic behavior and ultimate strength of test beams with U‐shaped holes in the top part of the web are experimentally investigated. Nine welded, built‐up, simply supported beams with three different ratios of web depth to height of the U‐shaped holes are tested under one concentrated load. The test results are compared with analytical results based on the finite element method, the beam theory, and the ultimate strength method, taking account of Vierendeel action. The predictions of the bending stresses, the shearing stresses, and the ultimate strength for such beams is obtained with comparatively good accuracy.

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References

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Bower, J. E. (1966b). “Experimental stress in wide‐flange beams with holes.” J. Struct. Div., ASCE, 92(5), 167–186.
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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 117Issue 7July 1991
Pages: 1929 - 1945

History

Published online: Jul 1, 1991
Published in print: Jul 1991

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Authors

Affiliations

Mitsuru Ito
Prof., Dept. of Civ. Engrg., Ritsumeikan Univ., Kyoto, Japan
Kiyotaka Fujiwara
New Japan Engrg., Consultant Member, Osaka, Japan
Kenji Okazaki
Tech. Adviser for Mie Prefecture, Mie, Japan

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