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- W2380634554 abstract "Corrosion of steel re-bars is a common problem in the civil construction sector,due to the porosity of concrete and the severe environmental conditions.The use of fiber reinforced polymers(FRP) can be a good alternative for a better corrosion-resistant reinforced concrete.In this study,a shear locking free rectangular layered finite element model based on Mindlin–Reissner plate theory and Timonshenko’s beam functions is extended for the nonlinear analyses of FRP reinforced concrete slabs.The developed model could provide an accurate modeling of both the flexural and shear behavior of thin to thick slab-type structures.Both geometric nonlinearity and material nonlinearity for concrete,which incorporates tension,compression,concrete cracking and tension stiffening,are included in the model.The model is verified by the results of one nonlinear analysis of FRP reinforced concrete slabs compared with those from experimental testing available." @default.
- W2380634554 created "2016-06-24" @default.
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- W2380634554 date "2008-01-01" @default.
- W2380634554 modified "2023-09-25" @default.
- W2380634554 title "Nonlinear Analysis Study of FRP Reinforced Concrete Slabs" @default.
- W2380634554 hasPublicationYear "2008" @default.
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