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机译:箍筋增强超高韧性水泥基复合材料细长梁的剪切性能
College of Harbour, Coastal and Offshore Engineering, Hohai Univ., Nanjing 210098, China;
College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China;
Dept. of Civil Engineering, Dalian Univ. of Technology, Dalian 116024, China;
College of Harbour, Coastal and Offshore Engineering, Hohai Univ., Nanjing 210098, China;
Reinforced ultrahigh toughness cementitious composite (RUHTCC) beam; Stirrups; Ultimate shear strength; Crack propagation; Failure mode; Prediction;
机译:集中荷载作用下无腹板增强的超高韧性水泥基复合材料梁的弯曲和剪切特性
机译:无横向加固的加筋超高韧性水泥基组合梁的受剪性能
机译:钢筋混凝土/超高韧性胶凝复合材料(RC / UHTCC)梁在持续荷载和收缩裂缝作用下的腐蚀行为和挠曲性能
机译:使用FRP网格加固工程水泥复合材料强化RC光束的剪切行为
机译:玻璃纤维增强聚合物钢筋混凝土梁大小依赖性剪切行为的中间尺度模拟,无镫
机译:工程胶凝复合层体外加固RC梁的抗剪性能
机译:使用头部杆,高强度钢和CFRP棒加固细长HSC光束的细长HSC光束的剪切行为
机译:箍筋加固细节对钢筋混凝土构件剪切破坏极限强度和性能的影响