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本文通过编制粘结加固梁正截面非线性计算机程序，分析不同卸我对其成面夸矩一曲率的影响，为研究加固构件理论分析提供一定的参考。
In this paper, a nonlinear computer program for the cross-section of bonded reinforced beams is developed to analyze the influence of different unloading on the curvature of the surface, which provides a certain reference for the study of reinforcement member theory.