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
College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China;
College of Harbour, Coastal and Offshore Engineering, Hohai University, Nanjing, China formerly, Dept. of Civil Engineering, Dalian Univ. of Technology, Dalian, China;
Dept. of Civil Engineering, Dalian Univ. of Technology, Dalian 116024, China;
ultrahigh toughness cementitious composite (UHTCC); cracking pattern; shear strength; postcracking reserve strength; shear strength 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:箍筋增强超高韧性水泥基复合材料细长梁的剪切性能
机译:基于临界剪切位移的无横筋钢筋混凝土梁的剪切特性
机译:纤维钢筋混凝土梁的剪切容量,无横向加固
机译:纵向钢筋类型对没有横向钢筋的钢筋混凝土梁的抗剪强度的影响。
机译:无横向钢筋的钢筋混凝土梁的断裂力学特性识别及抗剪承载力分析
机译:增强超高韧性水泥复合梁剪切性能的实验研究