The finite element calculation results further showed that, the computation formulation of the adhesive interface shear stress of CFRP and steel, proposed by this paper, is effective.
粘结界面剪应力的有限元计算结果进一步表明，本文提出的CFRP与钢板的界面粘结剪应力计算公式是有效的。
Through tests and analysis of the adhesive interface performance of steel structure with CFRP, the paper sets up an expression of adhesive interface shear stress, which is validated by the tests.
通过试验和解析方法对粘贴碳纤维布加固修复钢结构技术的粘结界面受力性能进行了分析，提出粘结界面剪切应力的计算公式，并在实际算例中取得了与试验较为吻合的结果；
The debonding failure models of RC beam strengthened with FRP are theoretically analyzed. It is pointed out that interface shear stress concentration is the main cause to lead to debonding failure.
对纤维布加固混凝土梁发生粘结剥离破坏进行了理论分析，发现其破坏原因主要是界面间产生应力集中；
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