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New analytical method for determining the load-carrying capacity of two-way simply supported concrete slabs

New analytical method for determining the load-carrying capacity of two-way simply supported... 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. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Advances in Structural Engineering SAGE

New analytical method for determining the load-carrying capacity of two-way simply supported concrete slabs

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References (26)

Publisher
SAGE
Copyright
© The Author(s) 2018
ISSN
1369-4332
eISSN
2048-4011
DOI
10.1177/1369433218754423
Publisher site
See Article on Publisher Site

Abstract

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.

Journal

Advances in Structural EngineeringSAGE

Published: Aug 1, 2018

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