机译:GFRP钢筋混凝土梁的弯曲行为与CFRP网格增强ECC停留模板
Zhengzhou Univ Sch Civil Engn Zhengzhou 450001 Peoples R China;
Zhengzhou Univ Sch Civil Engn Zhengzhou 450001 Peoples R China;
Sichuan Univ Coll Architecture & Environm Minist Educ Key Lab Deep Underground Sci & Engn Chengdu 610065 Peoples R China;
Zhengzhou Univ Sch Civil Engn Zhengzhou 450001 Peoples R China;
Zhengzhou Univ Sch Civil Engn Zhengzhou 450001 Peoples R China|Univ Toronto Dept Civil & Mineral Engn Toronto ON M5S 1A4 Canada;
Fiber-reinforced polymer (FRP); Engineeredcementitious composites (ECC); CFRP grids; Stay-in-place formwork; Flexural behavior;
机译:CFRP网格增强ECC矩阵对钢筋混凝土梁的抗弯加固
机译:CFRP板长度对GFRP钢筋混凝土梁强化弯曲行为的影响
机译:玄武岩纤维增强聚合物增强的ECC和混凝土/ ECC复合梁的抗弯性能
机译:用GFRP停留模板加固混凝土梁
机译:GFRP保持原位结构形式浇铸的混凝土桥面板的疲劳性能以及玻璃纤维增强的桥面板悬挑的静态性能。
机译:GFRP筋加固的轻质骨料混凝土梁的抗弯能力和挠度
机译:CFRP和GFRP棒加固粉煤灰基地缘混凝土梁的弯曲性能和行为的比较