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Fatigue life prediction of welded stiffened 350WT steel plates

机译:焊接加硬350WT钢板的疲劳寿命预测

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The propagation of fatigue cracks under constant amplitude cyclic loading was studied in welded stiffened steel plates. The residual stresses in the stiffened plates were measured using the neutron diffraction strain-scanning technique. A finite element model of the stiffened plate was constructed to simulate the residual stresses by an uncoupled thermal and thermo-mechanical analysis. Both the finite element model and the neutron diffraction measurements indicated that in general the residual stresses were tensile near the welded stiffeners and compressive between the stiffeners and ahead of the starter notch tip. Fatigue testing indicated that the fatigue crack growth rates of the stiffened plates were in general lower than that of a corresponding unstiffened plate, especially near the notch tip where compressive residual stresses existed. Both the finite element method and Green's function predicted the fatigue crack growth rates with reasonable accuracy.
机译:研究了在焊接加劲钢板中等振幅循环载荷下疲劳裂纹的扩展。使用中子衍射应变扫描技术测量了加强板中的残余应力。构造了加筋板的有限元模型,以通过热力和热机械分析的耦合来模拟残余应力。有限元模型和中子衍射测量均表明,一般而言,残余应力在焊接的加劲肋附近为拉应力,在加劲肋之间和起动器缺口尖端之前为压应力。疲劳测试表明,加劲板的疲劳裂纹扩展速率通常低于相应的非加劲板的疲劳裂纹扩展速率,尤其是在存在压缩残余应力的缺口尖端附近。有限元法和格林函数均能以合理的精度预测疲劳裂纹的增长率。

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