摘要
论述了碳纤维复合材料 (CFRP)加固技术应用于某大型公共建筑混凝土折梁加固的设计原理及施工过程 ,提出了用CFRP进行梁正截面抗弯补强的简易计算方法。实践证明该工程使用效果良好 。
This paper presented an example of CFRP applied to strengthen many special beams and described the full process for design and construction,especially presented an easy design method of how to calculate the ultimate capacity of the flexural beams.The result of reinforcement has been proved successful.It shows that the application of CFRP technique will have a good prospect.
出处
《建筑结构》
CSCD
北大核心
2000年第7期49-51,共3页
Building Structure
关键词
碳纤维复合材料
极限弯矩
加固
混凝土折梁
Carbon Fiber Reinforced Plastic(CFRP)
ultimate moment
failure mode
strengthening
