通过4根CFRP筋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,提出了一种接近于实际的CFRP筋混凝土梁挠度的全过程分析方法,与试验结果对比,吻合良好,可为相关工程实践提供依据。
Presents experimental studies on four concrete beams reinforced concrete with CFRP rebars are tested under monotonic loads.Deformation of this kind of beams is systematically investigated.In addition, a full-process analysis method for deflection of concrete beam reinforced with FRP bars which is closer to actual case is proposed, comparisons show that the analysis results agree well with the experimental results, it can provide a reference for engineering application.