Research Article
May 1981
Load-Deflection Behavior of Restrained R/C Skew Slabs
Publication: Journal of the Structural Division
Volume 107, Issue 5
Abstract
A method is presented for determining the complete load-deflection behavior of reinforced concrete skew slabs restrained at the edges and subjected to uniformly-distributed loading. The analysis is considered in three stages. In the first stage the load-deflection behavior up to the cracking load is considered. The behavior between the cracking load and the yield line load is considered in the second stage. The load-deflection behavior beyond the yield line load, taking into account the effect of the membrane action, is considered in the third stage. Details of an experimental program of casting and testing 12 reinforced concrete skew slabs restrained at the edges are presented to verify the results of the analysis.
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Information
Published In
Journal of the Structural Division
Volume 107 • Issue 5 • May 1981
Pages: 873 - 888
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: May 1981
Published online: Feb 1, 2021
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Prakash Desayi
Prof., Dept. of Civ. Engrg., Indian Inst. of Sci., Bangalore, 560 012
Anantharamaiah Prabhakara
Asst. Prof., Faculty of Civ. Engrg., Bangalore Univ., Bangalore
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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.
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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.