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　　目前为止，世界各国专家学者对化学纤维提高复合材料在钢结构加固行业中的运用已进行了很多的科学研究工作中，海外的科学研究关键集中化于受弯预制构件安装特性及疲惫加固层面；而中国则偏重于受弯预制构件和受拉预制构件粘结加固的实验科学研究，融合黏贴面的承受力体制，获得了碳纤维布拉伸应变、粘结剪应力和合理粘结长短的计算方法，为黏贴化学纤维提高复合材料加固方式出示了基础理论适用。

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