Research Article
Oct 1972
Bending Behavior of Cylindrical Web Panels
Authors: Charles G. Culver, M.ASCE, Clive L. Dym, M.ASCE, and Darryl K. Brogan, AM.ASCEAuthor Affiliations
Publication: Journal of the Structural Division
Volume 98, Issue 10
Abstract
The stress distribution in cylindrical web panels of horizontally curved girders subjected to an applied moment is studied analytically. Both the membrane state of stress in the plane of the web and the web bending stresses resulting from the curvature of the panel are considered. A simplified mathematical model which treats the web as a series of curved strips (arches) is used. Solutions for this model are obtained using the Rayleigh-Ritz method. The influence of curvature on the resulting stresses in curved webs is presented. Recommendations for the allowable bending stresses in curved beams expressed in terms of the web depth-to-thickness ratio as well as limiting web slenderness ratios are established.
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Published In
Journal of the Structural Division
Volume 98 • Issue 10 • October 1972
Pages: 2291 - 2308
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: Oct 1972
Published online: Feb 1, 2021
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Affiliations
Charles G. Culver, M.ASCE
Assoc. Prof., Dept. of Civ. Engrg., Carnegie-Mellon Univ., Pittsburgh, Pa.
Clive L. Dym, M.ASCE
Assoc. Prof., Dept. of Civ. Engrg., Carnegie-Mellon Univ., Pittsburgh, Pa.
Darryl K. Brogan, AM.ASCE
Civ. Engr., U.S. Bureau of Mines, Pittsburgh, Pa.; formerly Grad. Student, Dept. of Civ. Engrg., Carnegie-Mellon Univ., Pittsburgh, Pa.
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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.