摘要
推导了碳纤维加固混凝土受弯构件的裂缝宽度计算公式,并将试验结果和理论计算结果相比较。
In this paper, the formulation of concrete crack width of beam strengthened with CFRP is derived out. And then, the result of calculation is compared with the result of test.
出处
《建筑技术开发》
2007年第1期28-29,76,共3页
Building Technology Development
关键词
碳纤维
裂缝宽度计算
加固
CFRP
Calculatioaal method of concrete crack
Reinforcing
