Because of its resistance to electrochemical erosion , low manpower demand for application and minimal changes in geometrical dimensions of the member , the method has been found to be economical and efficient for application , based on the previous work , we designed and conducted experiments of 10 reinforced concrete ( rc ) slabs strengthened with the common carbon fiber reinforced plastic ( cfrp ) ; and investigated the effect , failure mechanism and theory 由于具有耐腐蚀、施工简便快捷、几乎不改变构件原有尺寸等特点，得到广泛的应用，具有良好的经济效益。在前人的工作基础上，我们设计、试验了10采用碳纤维布加固的钢筋混凝土单向板，探讨了加固单向板的加固效果和理论分析方法。
