摘要
分析了碳纤维加固方法,并应用有限元软件ANSYS仿真模拟了碳纤维加固钢筋混凝土梁的工作性能,建立了数值分析模型。分析表明,应用碳纤维加固梁后,梁的跨中挠度和裂缝明显变小且分布均匀。
It analyses the carbon fiber reinforcement methods and apply the finite dement software ANSYS to simulate the work of the carbon fiber reinforced concrete beam reinforcement with the establishment of a numerical model. The results shows that after the application of carbon fiber reinforced beam, the deflection and the cross cracks of the beam become obviously smaller and distributed evenly.
出处
《山西建筑》
2008年第32期85-86,共2页
Shanxi Architecture
关键词
碳纤维增强聚合物
加固
有限元分析
钢筋混凝土梁
Carbon Fiber Reinforced Polymer, reinforcement, finite element method analysis, reinforced concrete beam
