TECHNICAL PAPERS
Jun 1, 1997
Girders with Corrugated Webs under Partial Compressive Edge Loading
Publication: Journal of Structural Engineering
Volume 123, Issue 6
Abstract
Beams with corrugated webs were tested to failure under partial compressive edge loading. The failure was due to a flange collapse mechanism and web crippling or web yielding, followed by crippling and vertical bending of the flange into the crippled web. The test specimens were analyzed using finite-element models, and the correlation between the analytical and experimental results was very good. Parametric studies were conducted using finite-element models, and simple design equations were developed. The effect of the presence of in-plane bending or shear on the capacity under patch loading was examined analytically, and design recommendations were made.
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References
1.
Aravena, L., and Edlund, B. (1987). “Buckling of trapezoidally corrugated webs.”Rep. ECCS Colloquium on Stability of Plates and Shells, Ghent Univ., Belgium, 107–116.
2.
Elgaaly, M. (1983). “Web design under compressive edge loads.”AISC Engrg. J., (4), 153–171.
3.
Elgaaly, M., Seshadri, A., and Hamilton, R. W. (1997). “Bending strength of beams with corrugated webs.”J. Struct. Engrg., ASCE, 123(6).
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Copyright © 1997 American Society of Civil Engineers.
History
Published online: Jun 1, 1997
Published in print: Jun 1997
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Authors
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Mohamed Elgaaly, Fellow, ASCE,
Prof. of Struct. Engrg., Civ. and Arch. Engrg. Dept., Drexel Univ., Philadelphia, PA 19104.
Anand Seshadri
Grad. Student, Civ. and Arch. Engrg. Dept., Drexel Univ., Philadelphia, PA.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.
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.