Each specimen was pre loaded under two symmetrical concentrated loads to occur a crack and failure, then unloaded and strengthened by bonding CFRP sheet on its side tensile faces. 研究采用在混凝土构件侧面粘贴碳纤维布这种新形式加固受弯构件的受力性能。
The result of finite element simulation is coincident with that of the test, which provides a reference for the numerical analysis of high-strength concrete confined by CFRP. 有限元分析结果与试验结果符合较好,为碳纤维布加固高强混凝土的数值分析提供了参考。