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In order to evaluate the welding fatigue performance of plate with high strength wind power steel Q420NE, the plate with the thickness of 20 mm is welded with submerged arc welding process, fatigue trend diagram (S-N curve) of welded joint is obtained through fatigue test and fatigue limit under set condition is calculated based on this. When repetitive loading is set to be 10⁷ times, the maximum measured fatigue stress of welded joint is approximately 300 MPa, corresponding stress amplitude is 150 MPa and survival rate is 50%; when survival rate is 97.7%, its maximum fatigue stress is approximately 284 MPa and corresponding stress amplitude is 142 MPa.

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为了评价高强风电钢Q420NE钢板的焊接疲劳性能，采用埋弧焊工艺对厚度为20 mm的钢板进行焊接，接头通过疲劳试验获得疲劳趋势图（S-N曲线），并以此为依据计算出设定状态下的疲劳极限。当反复加载数设定为10⁷次时，实测的焊接接头最大疲劳应力约为300 MPa，对应的应力幅为150 MPa，其对应的存活率为50%；当存活率为97.7%时，其最大疲劳应力约为284 MPa，对应的应力幅为142 MPa。

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韩钧（1983-），男，辽宁省鞍山市人，博士，高级工程师，现从事钢板生产工艺技术研究。

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韩钧（1983-），男，辽宁省鞍山市人，博士，高级工程师，现从事钢板生产工艺技术研究。

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