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INVESTIGATION ON THE ABNORMAL CRACK FRONT IN FATIGUE CRACK GROWTH RATE TEST FOR THICK HIGH TENSILE STEEL PLATE

机译:厚高强度钢板疲劳裂纹扩展速率试验中异常裂纹前缘的研究

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Complex environmental loads unavoidably lead to fatigue damage in marine structures, and it becomes worse in high tensile steel thick-welded structure which has typical tri-axial stress state and the feature of brittleness. In this paper, a standard fatigue crack growth rate test for high-tensile steel Q370QE with thickness of 36 mm was carried out, and some material parameters and the threshold of stress intensity factor were obtained. Then, the abnormal behavior of a crack front during crack growth was analyzed by finite element method. Accordingly, the varying tendency of crack front shape could be qualitatively defined, and the plastic zoon at both flat and slope crack fronts for different crack depth was demonstrated based on plasticity analysis. Finally, local constraint factor was introduced to quantitatively describe the stress state along the crack front with the growth of fatigue crack, which provided proper explanation to why the crack front changes from slope to straight with the crack growing.
机译:复杂的环境载荷不可避免地导致海洋结构的疲劳破坏,而在具有典型三轴应力状态且具有脆性特征的高强度钢厚焊接结构中,情况变得更糟。本文对厚度为36 mm的高强度钢Q370QE进行了标准的疲劳裂纹扩展速率测试,并获得了一些材料参数和应力强度因子阈值。然后,通过有限元方法分析了裂纹扩展过程中裂纹前沿的异常行为。因此,可以定性地定义裂纹前沿形状的变化趋势,并基于可塑性分析,证明了在不同裂纹深度下,平坦裂纹前沿和倾斜裂纹前沿的塑性区。最后,引入局部约束因子,定量描述了随着疲劳裂纹的扩展,沿裂纹前沿的应力状态,从而为为什么裂纹前沿随倾斜度从直角变化为直角提供了恰当的解释。

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