摘要
分析了碳纤维布加固混凝土梁构件的斜截面受剪破坏机制,提出了计算方法,最后给出了计算实例。
The failure mechanism of shearing concrete members strengthened with carbon fiber reinforced polymer is analyzed in brief.The calculation method is pre-sented.Significant attempts are made to explore the further application of this new technique in the engineering projects.
出处
《邮电设计技术》
2002年第9期47-49,共3页
Designing Techniques of Posts and Telecommunications
关键词
碳纤维布
加固
混凝土梁
抗剪计算
斜截面
Carbon fiber reinforced polymer Strengthening Concrete beam Shearing strength design
