Load-Deflection Behavior of Restrained R/C Skew Slabsby Prakash Desayi, Prof.; Dept. of Civ. Engrg., Indian Inst. of Sci., Bangalore, 560 012, India,
Anantharamaiah Prabhakara, Asst. Prof.; Faculty of Civ. Engrg., Bangalore Univ., Bangalore, India,
Serial Information: Journal of the Structural Division, 1981, Vol. 107, Issue 5, Pg. 873-888
Document Type: Journal Paper
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.
Subject Headings: Displacement (mechanics) | Skewness | Slabs | Load factors | Reinforced concrete | Material properties | Concrete slabs | Cracking
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