摘要
从对称的四点弯曲加固梁模型分析、计算过程、计算结论三方面介绍了FRP加固RC梁界面粘结应力值的修正,找出了FRP板端界面粘结应力的影响因素,提出了降低FRP端部应力集中程度的建议。
It introduces reformation for bonding stress of section of FRP strengthening RC girder from model analysis of symmetrical four points. bending girder,calculating course and result, finds influencing factors to bonding stress and puts forward suggestion to reduce stress concentration.
出处
《山西建筑》
2005年第21期74-75,共2页
Shanxi Architecture
关键词
粘结应力
梁截面
剪应力
bonding stress, section of girder, shear stress
