摘要
在试验的基础上,对无粘结部分预应力碳纤维塑料(CFRP)筋混凝土梁的极限承载力、挠度进行了计算,同时对预应力CFRP筋混凝土梁的受力情况进行了分析。
Bearing capacity and deflection of concrete beams partially prestressed with unbonded CFRP （Carbon Fiber Reinforced Plastics） tendons are studied on the basis of experiment. At the same time, the stress situation of CFRP beams is analyzed.
出处
《低温建筑技术》
2008年第3期76-77,共2页
Low Temperature Architecture Technology
关键词
CFRP筋
预应力
极限承载力
挠度
CFRP tendons
prestress
ultimate bearing capacity
deflection
