CFRP板加固钢筋混凝土梁抗弯性能有限元分析

The finite element analysis of reinforcing banding resistance property of CFRP plate reinforced concrete beam

通过ANSYS建立有限元模型,对粘贴CFRP板加固钢筋混凝土梁前后的受力特征和过程进行了分析。通过有限元仿真分析,加固后的钢筋混凝土梁的抗弯性能的确得到了明显的提高。

The mechanical characteristics and process of reinforced concrete beam before and after bonding CFRP plate reinforcing were analyzed with finite element model built by ANSYS. The banding resistance property of reinforced concrete beam after reinforcing was enhanced obviously by the finite element emulation analysis.