Aimed at finding out the Flexural Behavior, four simple-supported beams reinforced with AFRP bars and five ones reinforced with CFRP bars have been tested in static load experiment.

• 在试验研究中,主要考虑了FRP筋配筋率对梁破坏情况的影响,测试了试件的开裂荷载、裂缝的开展、各级荷载下FRP筋的应变以及试件的极限荷载,验证了平截面假定,分析了挠度变化的特性。