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Fatigue testing of butt-welded high strength square hollow sections strengthened with CFRP

机译:CFRP加固的对接高强度方型空心管的疲劳试验

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摘要

This paper presents a study on the residual stress, hardness and fatigue behaviour of butt-welded high, strength square hollow section (SHS) steel tubes strengthened with carbon fibre reinforced polymer (CFRP). SHS tubes, with a nominal yield stress of 780 MPa and an ultimate tensile strength of 860 MPa, were butt-welded using the Gas Tungsten Arc Welding (GTAW) welding method. The hardness in the heat affected zone (HAZ) dropped to around 80% of that of the parent metal of the SHS steel. The strength in HAZ of the butt-welded SHS tubes is about 93% of that of the parent metal of the SHS tube. The residual stress of the butt-welded SHS tubes is about 20-50% 25-45%of the yield stress along the longitudinal direction and 15% of the yield stress along the transverse direction. The fatigue life of CFRP strengthened butt-welded SHS beams was extended for about 5 times comparing to the butt-welded beams without CFRP strengthening.
机译:本文对碳纤维增强聚合物(CFRP)加固的对接高强度方形空心截面钢管(SHS)的残余应力,硬度和疲劳行为进行了研究。 SHS管的标称屈服应力为780 MPa,极限抗拉强度为860 MPa,采用气体钨极电弧焊(GTAW)焊接方法对接焊接。热影响区(HAZ)的硬度降至SHS钢母材的80%左右。对接焊接SHS管的热影响区强度约为SHS管母体金属的93%。对接焊接的SHS管的残余应力约为纵向屈服应力的20-50%(25-45%),横向约为屈服应力的15%。与没有CFRP加固的对接焊接梁相比,CFRP加固的对接焊接SHS梁的疲劳寿命延长了约5倍。

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