The ultimate bond strengths of NSM CFRP strips to concrete have been obtained based on a numerical solution of bond differential equation.
利用数值法，解cfr P板嵌贴自由端开始滑移时的粘结微分方程，求得混凝土表层嵌贴CF R P板极限粘结承载力。
Based on the results of four-point bending tests of 10 RC beams, this thesis studies the flexural performance of the strengthening RC beams with near surface mounted CFRP strips.
本文对10根钢筋混凝土梁进行了四点弯曲试验，研究了CF RP板表层嵌贴法加固混凝土梁的抗弯性能。
Therefore, experimental study on the behavior of the strengthened two-way slabs bonded with strips made of CFRP or steel and subjected to a central patch load was carried out by the authors.
为此，本文着重对受集中荷载的外贴碳纤维或钢板条带的钢筋混凝土加固双向板的受力性能进行了试验研究。
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