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- W2006175067 abstract "Shear strength prediction of simple deep reinforced concrete beams by method of strut-and-tie model is presented in this paper. The tested specimens were designed according to Appendix A of ACI 318-11 code with variations of shear span-to-effective depth ratios and ratios of horizontal and vertical crack-controlling reinforcement. Test results revealed that at the same shear span-to-effective depth ratio, the various crack-controlling reinforcements significantly influenced on strength reduction coefficients of strut and failure modes. When the shear span-to-effective depth ratios were increased, failure modes changed from splitting diagonal strut to flexural-shear failure. Based on the test results, the proposed model was compared with Appendix A of ACI 318-11code." @default.
- W2006175067 created "2016-06-24" @default.
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- W2006175067 date "2014-05-01" @default.
- W2006175067 modified "2023-09-27" @default.
- W2006175067 title "Shear Strength Prediction of Reinforced Concrete Deep Beams Using Strut-and-Tie Model" @default.
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- W2006175067 doi "https://doi.org/10.4028/www.scientific.net/amr.931-932.468" @default.
- W2006175067 hasPublicationYear "2014" @default.
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