摘要
针对9根粘钢加固钢筋混凝土梁的试验结果,对梁的挠度和裂缝进行了非线性理论分析,采用无滑移理论计算结果与实验结果比较吻合 .
Based on the experimental results of nine reinforced concrete beams strengthened with bonding steel plate,the deflection and flaw of beams are analyzed by using the nonlinear general process theory,applying the reinforced concrete bending member's nonslippage theory to flaw computation.By comparing the value in theory and that in practice,the former is fit for the latter well.
出处
《包头钢铁学院学报》
2003年第2期177-180,共4页
Journal of Baotou University of Iron and Steel Technology
关键词
粘钢
非线性理论
裂缝
bonding steel plate
non-linear theory
flaw
