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Finite element analysis of RC beam strengthened with FOS embedded carbon fiber sheet

机译:FOS嵌入式碳纤维板加固RC光束的有限元分析

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The method of reinforcing the structure by attaching the carbon fiber sheet started from the mid 1980's in EMPA in Switzerland. The research has been utilized in reinforcing many structures from 1990. The carbon fiber sheet adhesion reinforcing method is often difficult to completely adhere due to various reasons, and may fall off or peel off with the lapse of time. When reinforcement performance of a structure strengthened with a carbon fiber sheet decreases due to peeling of adhesion. Survey of many damage cases and theoretical study on the effect of detachment or peeling of carbon fiber sheet to the performance of the structure are needed to provide concrete solutions. This study analyzed the relationship between the separation of carbon fiber sheet and the performance of structures reinforced by carbon fiber sheet attachment method.
机译:通过将碳纤维板加强结构加强结构,从1980年代中期在瑞士的EMPA中开始。该研究已被利用在加强了1990年的许多结构。由于各种原因,碳纤维片粘合加强方法通常难以完全粘附,并且可能脱落或剥离时间。当用碳纤维片增强的结构的增强性能由于粘附的剥离而降低时。需要调查许多损伤病例和碳纤维片脱落效果与结构性能的理论研究,以提供混凝土解决方案。本研究分析了碳纤维片分离与碳纤维片附着法加固的结构的关系。

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