Membrane analysis and load-deflection behaviour of isotropic simply supported reinforced concrete circular slabs
Abstract
Load-deflection relation of Isotropic simply supported reinforced concrete circular slabs subjected to distributed load has been determmed taking into account the effect of membrane action for loads greater than the yield-line load. The analysis includes the effect of deflections occuring up to Yield-line load Results are compared with those of tests conducted in the laboratory.
Keywords
Concrete (reinforced); deflection; loads; membrane action; reinforcement (Isotropic); slabs (Circular); Yield-line load.
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