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首页> 外文期刊>Journal of marine science and technology >Numerical simulations of fatigue crack initiation and propagation based on re-tensile plastic zone generating load criterion for in-plane gusset welded joints
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Numerical simulations of fatigue crack initiation and propagation based on re-tensile plastic zone generating load criterion for in-plane gusset welded joints

机译:基于面内角撑板焊接接头载荷准则的再拉伸塑性区疲劳裂纹萌生与扩展的数值模拟

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摘要

Many accidents are caused by fatigue in welded built-up steel structures, and so it is important to estimate the fatigue lives of such structures quantitatively for safety reasons. By assuming that fatigue cracks cannot grow without an accumulation of alternating tensile/compres-sional plastic strain, one of the authors identified an improved effective stress intensity factor range ΔK_(RPG) based on the re-tensile plastic zone generating (RPG) load, which represents the driving force for fatigue cracks, and suggested that ΔK_(RPG) should be used as the parameter to describe fatigue crack growth behavior. The "FLARP" numerical simulation code in which ΔK_(RPG) is implemented as the fatigue crack growth parameter, was developed in order to predict fatigue crack initiation and propagation behavior. In this paper, it is demonstrated that FLARP gives accurate estimates for fatigue life by comparing the estimated fatigue crack growth curves and S-N curves with the experimental results for in-plane gusset welded joints, which are used in many welded steel structures. Moreover,rnthe effect of induced bending moment due to the linear misalignment in the out of plane direction on the fatigue strength of in-plane gusset welded joints is investigated through numerical simulations.
机译:许多事故是由焊接的组合钢结构中的疲劳引起的,因此出于安全原因,定量评估此类结构的疲劳寿命非常重要。通过假设疲劳裂纹不能在没有交替的拉伸/压缩塑性应变累积的情况下增长,其中一位作者根据产生于再拉伸塑性区域(RPG)的载荷确定了有效应力强度因子范围ΔK_(RPG),代表疲劳裂纹的驱动力,并建议使用ΔK_(RPG)作为描述疲劳裂纹扩展行为的参数。开发了“ FLARP”数值模拟代码,其中将ΔK_(RPG)用作疲劳裂纹扩展参数,以预测疲劳裂纹的萌生和传播行为。本文证明,FLARP通过将估算的疲劳裂纹扩展曲线和S-N曲线与平面内角撑板焊接接头的实验结果进行比较,从而可以准确估算疲劳寿命,平面内角撑板焊接接头已在许多焊接钢结构中使用。此外,通过数值模拟研究了由于平面外方向上的线性未对准而引起的弯矩对平面角撑板焊接接头疲劳强度的影响。

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