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Experimental Study on Propagation Rule of Semi-elliptical Surface Crack in Steel Plate Strengthened with FRP under Cyclic Bending Load

机译:反复弯曲荷载下FRP加固钢板半椭圆形表面裂纹扩展规律的试验研究

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Strengthening steel structures containing semi-elliptical surface crack with fiber reinforced polymer (FRP) can delay crack propagation,and increase the service life of structures.In this paper,carbon fiber laminate (CFL),which has independent intellectual property,was adopted to strengthen X80 steel plate containing a 3D semi-elliptical surface crack,and based on this study object,the surface crack propagation rule in the specimens was studied by experimental method under cyclic bending loads.The results show that 3D semi-elliptical surface crack propagation rates in the crack length direction and crack depth direction can be described by corresponding Paris equation for the specimens strengthened with CFL,the constant coefficients in Paris equation can be obtained by fitting the data from fatigue crack propagation experiments,and stress intensity factor of the surface crack in steel plate strengthened with CFL can be obtained by numerical calculation with FEM.
机译:用纤维增强聚合物(FRP)加固具有半椭圆形表面裂纹的钢结构可以延缓裂纹扩展,并延长结构的使用寿命。本文采用具有自主知识产权的碳纤维层压板(CFL)进行加固X80钢板含有3D半椭圆表面裂纹,并基于该研究对象,通过循环弯曲载荷下的实验方法研究了试样表面裂纹扩展规律。结果表明,3D半椭圆表面裂纹扩展速率较高。用CFL加固的试样可以用相应的Paris方程描述裂纹长度方向和裂纹深度方向,通过拟合疲劳裂纹扩展实验的数据和表面裂纹的应力强度因子可以得到巴黎方程的常数系数。通过有限元数值计算可以得到用CFL加固的钢板。

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