摘要
通过对碳纤维复合材料加固砌体结构进行ANSYS有限元数值模拟,分别建立整体砌体房屋模型和不同的碳纤维加固模型,并对不同加固方案进行了分析,同时对比研究了各个加固模型的破坏形态、强度、极限位移等,为粘贴碳纤维布加固砖砌体房屋的抗震性能提供了理论依据。
The carbon fiber composite material reinforced masonry structure ANSYS finite element numerical simulation, respectively to establish overall masonry building model and different carbon fiber reinforcement model. On the analysis of different reinforcing schemes, research and compare reinforcement of the failure mode of the model, strength, ultimate displacement and so on, so as to provide theoretical reference for CFRP reinforced brick masonry building on the seismic performance.
出处
《山西建筑》
2013年第10期46-47,共2页
Shanxi Architecture
