摘要
采用有限元软件ABAQUS对FRP筋混凝土梁进行了建模,并对其受弯性能进行了分析,数值模拟结果与实验结果吻合较好,验证了所建立的有限元模型的正确性,同时对FRP筋混凝土梁受弯性能影响因素进行了分析,得出了一些有价值的结论。
The finite element software ABAQUS was used to establish model,and analysed the bending properties of the FRP reinforced concrete beam. The results of numerical simulation are in good agreement with other experimental results,which verified the correctness of the finite element model and analyzed the bending performance influencing factors of FRP reinforced concrete beam,some valuable conclusions are obtained.
出处
《山西建筑》
2015年第5期22-24,共3页
Shanxi Architecture
关键词
FRP筋
混凝土梁
受弯性能
有限元分析
FRP bars
concrete beam
bending performance
finite element analysis
