首页> 外文会议>Proceedings of International Conference on Structural Mechanics in Reactor Technology >PREDICTION OF FAILURE DUE TO CRACK COALESCENCE IN STEAMGENERATOR TUBES
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PREDICTION OF FAILURE DUE TO CRACK COALESCENCE IN STEAMGENERATOR TUBES

机译:预测蒸汽发生器蒸汽管破裂的故障

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This paper investigates the failure mode of steam generator tubes under internal pressure in the presence of differentcracks and ligament (between cracks) configurations. Leak and rupture for single crack configuration in tubes arewell documented in the literature. However, when the cracks interact, the tube pressure under which the ligamentbetween cracks fails would be different than the critical burst pressure for a tube with an individual equivalent crack.This failure pressure is termed the "coalescence pressure". The burst pressure is the pressure at which the cracks getruptured. The ligament failure is caused by local instability of the axial or circumferential ligaments. Thecoalescence pressure increases as the ligament length increases.In this study, the fracture mechanics approach is used to investigate crack coalescence. The stress intensity factoralong the crack front is used to determine the coalescence (failure of the ligament between cracks) pressure. Thefracture mechanics parameters (J-integral and stress Intensity factor, KI) are determined using finite elementsimulation by introducing Elastic and Elastic-Plastic Line spring elements along the crack. The fracture parametersare found for different pressures and different ligament lengths and configurations. This is an inexpensive way todetermine J and consequently KI. These parameters are compared with the material toughness properties JIC IC and KICto asses failure and find the coalescence pressure. The results are presented for part-through wall (crack depth of90% of tube thickness) under different pressure loadings. These results are compared with the coalescence pressurevalues presented in the literature using strength-based failure approach.
机译:本文研究了蒸汽发生器内压在不同压力下的失效模式。 裂缝和韧带(裂缝之间)的构造。管中单个裂纹配置的泄漏和破裂是 在文献中有充分的记载。但是,当裂纹相互作用时,韧带所承受的管压力 裂纹之间的破坏将不同于具有单个等效裂纹的管的临界爆破压力。 该破坏压力被称为“聚结压力”。爆裂压力是指裂纹产生的压力 破裂了。韧带破坏是由轴向或圆周韧带的局部不稳定性引起的。这 韧带长度增加,聚结压力增加。 在这项研究中,采用断裂力学方法研究裂纹的合并。应力强度因子 沿裂纹前缘用于确定合并(裂纹之间的韧带破裂)的压力。这 使用有限元确定断裂力学参数(J积分和应力强度因子,KI) 通过沿裂缝引入弹性和弹性线弹性元件进行模拟。断裂参数 发现对于不同的压力和不同的韧带长度和构型。这是一种廉价的方法 确定J,然后确定KI。将这些参数与材料韧性JIC IC和KIC进行比较 评估失败并找到合并压力。结果显示为部分贯通墙(裂缝深度为 管壁厚度的90%)在不同的压力载荷下。将这些结果与聚结压力进行比较 值是使用基于强度的失效方法在文献中提出的。

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