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文章对同时配有钢筋和FRP筋混凝土受弯构件的正截面承载力设计计算方法进行了分析研究 ;参照钢筋混凝土受弯构件基本理论 ,按照适筋破坏、部分超筋破坏和超筋破坏三种破坏方式对其进行了承载力分析 ,提出该种受弯构件的设计计算公式和计算步骤。
In this paper, the design and calculation method of the normal section bearing capacity of flexural members with both steel bar and FRP tendons are analyzed and studied. According to the basic theory of flexural members of reinforced concrete, according to three types of damage, Failure mode to carry out its bearing capacity analysis, put forward the design of flexural members of the formula and calculation steps.