Research Article
Jan 1978
Strength of Square Steel Panels
Author: John A. DeanAuthor Affiliations
Publication: Journal of the Structural Division
Volume 104, Issue 1
Abstract
New design formulas are derived for the large-deflection strength of square steel panels subjected to simultaneous lateral pressure and inplane thrust. Using a rigid-plastic planar-segment idealization the influence on strength of inplane edge conditions that are: (1)Fully restrained; (2)free to pull in but constrained to be straight; and (3)completely unrestrained; all three conditions with and without flexural clamping, is examined. It is shown that strength under both types of loading at high deformations is largely dependent on inplane conditions for which asymptotic strengths are given. By relating the lateral deflection parameter of the planar-segment idealization to the edge-slope as well as the central deflection of actual panels, predicted strengths bound published test data.
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Published In
Journal of the Structural Division
Volume 104 • Issue 1 • January 1978
Pages: 111 - 124
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: Jan 1978
Published online: Feb 1, 2021
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John A. Dean
Sr. Engr. Ministry of Works and Development, Wellington, New Zealand
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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.