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(2017)
Modification of segment equilibrium method through
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Modification of segment equilibrium method through considering tensile membrane effects and its application in two - way concrete slabs
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This article proposes the use of steel strain difference to analyse the tensile membrane action regions of two-way concrete slabs with relation to deflection while accounting for two failure criteria. The maximum load-bearing capacities and ultimate deflections of two-way slabs are subsequently determined. The proposed approach is compared with other theoretical methods and a numerical model of horizontally unrestrained concrete slabs presented by different authors. The rationality of the proposed method is validated through satisfactory comparison with results from experiments and numerical simulations.
Advances in Structural Engineering – SAGE
Published: Aug 1, 2018
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