摘要
制作了8根钢筋混凝土梁,考虑了混凝土等级、龄期、配筋、FRP加固情况等因素,对3组梁进行极限承载力试验,研究了纤维布加固钢筋混凝土梁的破坏模式、抗弯极限承载力、裂缝宽度、挠曲变形等内容。
Eight reinforced concrete beams were made, such factors : the concrete grade, age, steel layout, FRP reinforcement, and so on were considered. The ultimate capacity of three groups beams were tested, the failure mode, the bending ultimate capacity, crack width, deflection, and other aspects were researched.
出处
《四川建筑科学研究》
北大核心
2009年第3期75-77,共3页
Sichuan Building Science
基金
湖南省自然科学基金资助项目(07JJ3100)
湖南省高等学校科学研究项目(08A008)
关键词
碳纤维
玻璃纤维
钢筋混凝土梁
加固
挠曲变形
carbon fiber reinforced polymer
glass fiber reinforced polymer
reinforced concrete beams
strengthening
deflection