通过4根混凝土梁在单调荷载下的试验研究,对CFRP筋混凝土梁挠度进行较为系统的研究。并在试验分析的基础上,提出CFRP筋混凝土梁挠度计算方法,并基于ANSYS软件进行有限元分析。结果表明:计算值与试验结果和参数分析结果吻合较好。
Presents experimental studies on four concrete beams reinforced concrete are tested under monotonic loads.Deformation of concrete beams reinforced concrete with CFRP rebars is systematically investigated.In addition, a deflection expression was put forward, and and nonlinear analysis are carried out, The results show that comparisons show that the calculated values agree well with the experimental results and nonlinear analysis results.