首页> 外文会议>International Symposium on Innovation amp; Sustainability of Structures in Civil Engineering(ISISS'2005); 20051120-22; Nanjing(CN) >ON THE EFFECT OF INITIAL STRAIN ON RESISTANCE MOMENT OF RC BEAMS FLEXURAL STRENGTHENED WITH FRP
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ON THE EFFECT OF INITIAL STRAIN ON RESISTANCE MOMENT OF RC BEAMS FLEXURAL STRENGTHENED WITH FRP

机译:初始应变对FRP加固RC梁抗弯矩的影响

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The initial strain always occurs during strengthening RC beams. The purpose of this paper is to investigate the effect of initial strain on resistance moment of RC beams flexural strengthened with FRP. An equation to calculate the initial strain was developed. Then the effect of initial strain, the strain of FRP, the depth of neutral axis, resistance moment, at which the strengthening structures are failed, was discussed, and the different influence factors have been investigated, such as initial moment, ratio of steel reinforcement, ration of FRP reinforcement. Finally, based on these theoretical analysis, a modified computing method was developed, in which a revised FRP strain factor could be derived to be included in the current design equation.
机译:初始应变总是在钢筋混凝土梁加固期间发生。本文的目的是研究初始应变对FRP加固RC梁抗弯矩的影响。建立了计算初始应变的方程式。然后,讨论了初始应变,FRP应变,中性轴深度,加固结构失效时的抵抗力矩的影响,并研究了不同的影响因素,如初始力矩,钢筋配比,FRP配给率。最后,基于这些理论分析,开发了一种改进的计算方法,其中可以得出修正的FRP应变因子,使其包含在当前的设计方程中。

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