摘要
本文根据碳纤维布加固钢筋混凝土T型梁的不同破坏模式提出了相应的极限抗弯承载力计算方法,给出了碳纤维布的有效拉应变值,并根据《公路桥规》给出了工程实用设计公式。
An analytical method for T-section R.C. beams strengthened with externally bonded carbon fiber reinforced plastic （CFRP） sheets was proposed according to different failure modes. At the same time, the effective strain of CFRP was advanced. Finally, the author put forward designed formulae based on the design code.
出处
《福建建材》
2008年第4期24-26,29,共4页
Fujian Building Materials
