摘要
混凝土梁粘钢加固试验结果表明 ,斜粘钢板能有效地控制裂缝开展 ,根据试验实测数据回归分析 ,可得到不同情况下加固钢板贡献的抗剪承载力公式 。
The shear test of steel-bonded concrete beam shows that inclined steel-bonding can effectively restrict the extension of cracks.Shear capacity formula may be available through regression analysis to experiment data derived from different strengthening cases and thus applied to practical calculation.
出处
《建筑技术》
北大核心
2000年第6期381-383,共3页
Architecture Technology
关键词
斜截面
粘钢加固
承载力
混凝土梁
inclined section
steel-bonded
load-carrying capacity
