机译:侧向受拉混凝土中变形钢筋粘结性能的试验研究。
State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, People's Republic of China;
State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, People's Republic of China;
School of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou 310014, People's Republic of China;
Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, People's Republic of China;
Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, People's Republic of China;
Concrete; Deformed bar; Bond stress-slip relationship; Lateral tension;
机译:张学,吴志敏,郑建军,胡宇,李庆斌对“承受双轴横向拉伸压缩应力的混凝土中变形钢筋粘结性能的试验研究”的讨论
机译:张学,吴志敏,郑建军,胡宇,李庆斌对“承受双轴横向拉伸压缩应力的混凝土中变形钢筋粘结性能的试验研究”的结语
机译:双向侧向拉压应力下混凝土中变形钢筋粘结性能的试验研究。
机译:化学胶粘剂对混凝土嵌筋粘结性能的抗震性能试验研究
机译:混凝土中悬井料变形钢筋锚定的数值研究
机译:碳钢和玻璃纤维增强聚合物(CFRP / GFRP)棒和钢绞线对混凝土粘合性能的实验研究
机译:考虑钢筋周围混凝土轴向应力的钢筋与混凝土局部粘结特性试验研究