CFRP板加固预应力空心板受弯性能的试验研究  

Experimental Research of Flexural Behaviour of Prestressed Concrete Hollow Slabs Strengthened with CFRP Plate

作　　者：莫测先[1] 张鹏[1] 李冰[1] 韦永乐[1] 蒙文流[2] 

机构地区：[1]广西工学院,广西柳州545006 [2]广西大学,广西南宁530004

出　　处：《施工技术》2006年第10期76-78,共3页Construction Technology

基　　金：广西自然科学基金项目(桂科自0481004);柳州市科技开发项目(20050422)联合资助

摘　　要：对CFRP板加固预应力空心板进行了试验研究,初步探讨了CFRP板加固后的预应力空心板变形性能和承载力的变化规律。The experimental research of prestressed concrete hollow slabs strengthened with CFRP plate was made in this paper. The deformability and bearing capacity of prestressed concrete hollow slabs strengthened with CFRP plate were studied.

关 键 词：碳纤维板 加固 预应力 受弯性能 试验研究 

分 类 号：TU317.2[建筑科学—结构工程] TU378.05