American Society of Civil Engineers

Load-Deflection Behavior of Restrained R/C Skew Slabs

by Prakash Desayi, (Prof., Dept. of Civ. Engrg., Indian Inst. of Sci., Bangalore, 560 012, India) and Anantharamaiah Prabhakara, (Asst. Prof., Faculty of Civ. Engrg., Bangalore Univ., Bangalore, India)

Journal of the Structural Division
, Vol. 107, No. 5, May 1981, pp. 873-888

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Document type: Journal Paper
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.

ASCE Subject Headings:
Reinforced concrete
Restraint systems
Ultimate strength