摘要
基于平截面假定的抗弯承载力计算理论 ,提出了一种考虑二次受力时碳纤维布加固钢筋混凝土梁抗弯极限承载力的实用设计计算方法 ,理论计算和试验结果比较吻合 ,可供工程设计参考。
With theoretical method based on the assumption of plane section, a method for calculating the yielding and ultimate load capacity of RC beam strengthened with carbon fiber sheets (CFS)is proposed when the effect of the secondary load is considered. The calculation results agree with the experimental results with reasonable reliability, which can be available for reference in design.
出处
《石家庄铁道学院学报》
2003年第1期28-31,共4页
Journal of Shijiazhuang Railway Institute
