首页> 外文期刊>The Journal of Strain Analysis for Engineering Design >Three-dimensional finite element analysis of a semi-elliptical circumferential surface crack in a carbon steel pipe subjected to a bending moment
【24h】

Three-dimensional finite element analysis of a semi-elliptical circumferential surface crack in a carbon steel pipe subjected to a bending moment

机译:弯矩作用下碳钢管中半椭圆形圆周表面裂纹的三维有限元分析

获取原文
获取原文并翻译 | 示例
获取外文期刊封面目录资料

摘要

The study of crack growth is important to evaluate the structural integrity of nuclear power plant piping from the viewpoint of the leak-before-break concept. A thick-walled pipe with a semi-elliptical circumferential surface crack of different initial crack sizes subjected to a bending load is considered for the analysis. A three-dimensional finite element code using ANSYS (Version 8) has been developed with the capability to handle singularity and to evaluate the mode I stress intensity factor based (SIF) on the displacement extrapolation method. The crack growth rate has been calculated by applying the Paris law. The fatigue life predicted for crack penetration through the wall thickness has been compared with that of experimental results in published literature. The deviation is found to be within 17 per cent. Using the finite element model, data in respect of the stress intensity factor for different stresses, thicknesses, crack depths, and half-crack-length conditions have been predicted. Based on the data, a new correlation has been evolved to evaluate the stress intensity factor range in the depth and surface directions. The stress intensity factor has also been calculated by the empirical relations given in the ASM Handbook. The predicted fatigue life using the plate equation deviates from experimental results by a maximum of 77 per cent while the deviation of the prediction using the pipe equation is more than 100 per cent in many cases. The predictions with the proposed correlation give better results that fall within 21 per cent deviation from the experimental results.
机译:从破裂前泄漏的概念来看,裂纹扩展的研究对于评估核电站管道的结构完整性非常重要。分析时考虑了具有不同初始裂纹尺寸的半椭圆形圆周表面裂纹的厚壁管的分析。已经开发了使用ANSYS(版本8)的三维有限元代码,该代码具有处理奇异性和基于位移外推法评估I型应力强度因子(SIF)的能力。裂纹增长率是通过应用巴黎定律计算出来的。在已发表的文献中,将预测的裂纹穿透壁厚的疲劳寿命与实验结果进行了比较。发现偏差在17%以内。使用有限元模型,已针对不同应力,厚度,裂纹深度和半裂纹长度条件预测了与应力强度因子有关的数据。基于这些数据,已经开发出一种新的相关性来评估深度和表面方向上的应力强度因子范围。应力强度因子也已通过ASM手册中给出的经验关系来计算。使用平板方程式预测的疲劳寿命与实验结果的最大偏差为77%,而在很多情况下使用管道方程式预测的疲劳寿命大于100%。具有建议的相关性的预测给出了更好的结果,与实验结果的偏差在21%以内。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号