文章针对试验梁,运用有限元方法,建立了合理的有限元模型,并进行了分析。通过对比研究发现,有限元分析结果与试验结果吻合较好。有限元分析可以很好地用于CFRP布加固已损伤钢筋混凝土梁力学性能的研究。
A reasonable finite element model of the experimental beam was made with finite element method, and the analysis was carried out. The results of experiment were similar to the results of element simulation. So the finite element analysis could be used to exactly study the flexural performance of CFRP-strengthened damaged beams.