A method is proposed for calculating the bending capacity of concrete beams strengthened with Carbon Fiber Reinforced Polymer.
在试验研究的基础上，提出了碳纤维加固梁抗弯承载力的计算方法。
The nonlinear finite element model for the flexural reinforced concrete beams strengthened with epoxy bonded steel plates is presented.
提出了外粘钢板加固受弯钢筋混凝土梁的非线性有限元模型。
Based on the experimental study, the method of calculating bending capacity of concrete beams strengthened with Carbon Fiber Reinforced Polymer is put forward.
在试验研究的基础上，提出了碳纤维加固混凝土梁的抗弯承载力计算方法，并与实测值进行了比较。
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