Showing 261 - 280 results of 570 for search '"reinforced concrete"', query time: 0.05s Refine Results
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    Research on the confinement mechanism and calculation method of axial load-bearing capacity of steel-reinforced concrete-filled square steel tubular columns by Cong Peng, Deprizon Syamsunur, Taha Mohammed Jassam, Zhiming Zhang

    Published 2025-01-01
    “…Abstract There are significant discrepancies between the experimental results and numerical analysis outcomes for steel-reinforced concrete-filled steel tubular (SRCFST) columns. …”
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    Predicting Shear Capacity of FRP-Reinforced Concrete Beams without Stirrups by Artificial Neural Networks, Gene Expression Programming, and Regression Analysis by Ghazi Bahroz Jumaa, Ali Ramadhan Yousif

    Published 2018-01-01
    “…The shear strength prediction of fiber-reinforced polymer- (FRP-) reinforced concrete beams is one of the most complicated issues in structural engineering applications. …”
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    Assessment of the Effect of Replacing Normal Aggregate by Porcelinite on the Behaviour of Layered Steel Fibrous Self-Compacting Reinforced Concrete Slabs under Uniform Load by Ahmed S. D. AL-Ridha, Ali A. Abbood, Ali F. Atshan

    Published 2020-01-01
    “…In this research, an attempt has been made to study the effect of replacing all normal-weight aggregate “NWA” by lightweight aggregate “LWA” (having a volume equal to 60% of the volume of normal-weight aggregate) on the behaviour of layered steel fibrous self-compacting reinforced concrete slabs with various volume fractions of steel fiber under uniform area load using fine sand technique. …”
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    Modeling smeared fiber-matrix pullout strength of steel fiber-reinforced concrete with various types of steel fiber and its tensile and compressive strength by Yuxin Xu, Tengfei Xu, Guilin Li, Tianyu Xie

    Published 2025-07-01
    “…This paper presents a novel smeared fiber-matrix pullout strength model for predicting the mechanical properties of steel fiber-reinforced concrete (SFRC). The model, developed within the fiber bridging stress framework, uniquely accounts for various fiber types (straight, hooked-end, and twisted) and their interaction with the cementitious matrix. …”
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