development of shear capacity prediction model for frp-rc beam without web reinforcement

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ID: 201171
2016
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Abstract
Available codes and models generally use partially modified shear design equation, developed earlier for steel reinforced concrete, for predicting the shear capacity of FRP-RC members. Consequently, calculated shear capacity shows under- or overestimation. Furthermore, in most models some affecting parameters of shear strength are overlooked. In this study, a new and simplified shear capacity prediction model is proposed considering all the parameters. A large database containing 157 experimental results of FRP-RC beams without shear reinforcement is assembled from the published literature. A parametric study is then performed to verify the accuracy of the proposed model. Again, a comprehensive review of 9 codes and 12 available models is done, published back from 1997 to date for comparison with the proposed model. Hence, it is observed that the proposed equation shows overall optimized performance compared to all the codes and models within the range of used experimental dataset.
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chowdhury2016advancesdevelopment Use this key to autocite in the manuscript while using SciMatic Manuscript Manager or Thesis Manager
Authors ;Md. Arman Chowdhury;Zubayer Ibna Zahid;Md. Mashfiqul Islam
Journal bulletin of the korean chemical society
Year 2016
DOI
10.1155/2016/4356967
URL
http://dx.doi.org/10.1155/2016/4356967
Keywords
materials of engineering and construction mechanics of materials

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