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- W2992309663 abstract "Abstract Reinforced Concrete (RC) deep beams are commonly used in structural design to transfer vertical loads when, there is a vertical discontinuity in the load path. Due to their deep geometry, force distribution within the RC deep beams is very different from RC shallow beams. There are some Strut- and- Tie Models (STM) developed for RC deep beams. However, most of these models are developed for RC deep beams with simply supported boundary condition, not applying for RC deep beams with fixed-ended condition. In this paper, a novel curved STM was developed to simulate load capacity and failure mode of fixed-ended RC deep beams subjected to monotonic and cyclic point loads. Curved STM has double main struts and fan-shaped sub struts to simulate force distribution within the RC deep beams. Parameters of curved STM were calibrated using 5 fixed-ended RC deep beams subjected to monotonic and cyclic loads. Then, Calibrated model was compared to responses obtained from 31 additional independent experimental tests. Results showed that newly proposed curved STM is able to simulate load capacity and failure mode of fixed-ended RC deep beams very well." @default.
- W2992309663 created "2019-12-13" @default.
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- W2992309663 date "2020-02-01" @default.
- W2992309663 modified "2023-09-26" @default.
- W2992309663 title "Experimentally studying and development of curved STM to predict the load capacity and failure mode of fixed-ended RC deep beams" @default.
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- W2992309663 doi "https://doi.org/10.1016/j.istruc.2019.09.011" @default.
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