摘要:通过分析碳纤维布加固钢筋混凝土偏心受压构件的承载机理和强度条件,在全过程的基础上提出了截面承载力的简化计算公式,最后将理论计算公式与具体的试验数据进行比较。分析结果表明,采用文中提出的简化计算公式计算的结果与试验结果吻合良好。
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