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FRP单面加固带裂纹钢板的应力强度因子分析
引用本文:汤吉松,郭智锋,朱坤. FRP单面加固带裂纹钢板的应力强度因子分析[J]. 山西建筑, 2012, 38(3): 44-45
作者姓名:汤吉松  郭智锋  朱坤
作者单位:中交二航局第四工程有限公司,安徽芜湖,241006
摘    要:
对单面粘贴FRP的带裂纹钢板进行了线弹性断裂力学分析,研究了裂纹尖端的应力强度因子变化,分析结果表明,经过FRP加固后,钢板的应力强度因子显著降低;随着FRP刚度的增加,应力强度因子逐渐减小。

关 键 词:FRP  裂纹钢板  应力强度因子  有限元

Analysis on stress intensity factor of single FRP pasting reinforcing steel plate with cracks
TANG Ji-song,GUO Zhi-feng,ZHU Kun. Analysis on stress intensity factor of single FRP pasting reinforcing steel plate with cracks[J]. Shanxi Architecture, 2012, 38(3): 44-45
Authors:TANG Ji-song  GUO Zhi-feng  ZHU Kun
Affiliation:TANG Ji-song GUO Zhi-feng ZHU Kun
Abstract:
This paper analyzes linear elastic fracture mechanics of single FRP pasting steel plate with cracks,and studies the change of stress intensity factor at the top of cracks.Analytical results show that: after the reinforcement with FRP,the stress intensity factor of steel plate obviously reduces;with the increasing of FRP intensity,the stress intensity factor gradually reduces.
Keywords:FRP  steel plate with cracks  stress intensity factor  finite element
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