首页> 外文期刊>International Journal of Mechanical Sciences >Theoretical and numerical analysis of the creep crack initiation time considering the constraint effects for pressurized pipelines with axial surface cracks
【24h】

Theoretical and numerical analysis of the creep crack initiation time considering the constraint effects for pressurized pipelines with axial surface cracks

机译:考虑轴向表面裂缝的加压管道约束效果的蠕变裂纹启动时间的理论和数值分析

获取原文
获取原文并翻译 | 示例
       

摘要

A theoretical approach and numerical simulation were conducted to investigate the creep crack initiation (CCI) time and the effect of constraints induced by the geometrical sizes of pipelines with axial surface cracks. The theoretical enhancement model of the C*-Q* approach under the transient creep condition, which considers the load-independent constraint parameter Q*, was proposed to predict the CCI time around the crack front. The results revealed that the distribution regulation of Q* along the crack front for circumferential internal surface cracks and external surface cracks was similar. The maximum constraint level occurred near the deepest crack front part for cracks with small a/c (a/c 0.4), while it occurred near the free surface for cracks with large a/c (a/c 0.4). The constraint values at the same position (20/z) increased with the increasing of the crack depth when a/c kept constant. In addition, the axial internal surface cracks of pipelines were proved more dangerous than the external surface cracks with the same geometrical size. Furthermore, the CCI times were decided by the peak values of constraint, or the CCI firstly occurred at the position where the constraint level was maximum. Additionally, the variation of hydrostatic stresses and triaxiality considering the constraint was discussed. The suitability of the analytical C*-Q* approach was verified to predict CCI. The comparison of CCI times between the analytical approach and the BS 7910 as well as the FE results demonstrated that the solutions under stress intensity factor Riedel Rice (K-RR) control (initially by K, then by transient creep stress or Riedel Rice conditions) were more accurate when internal pressure P 15 MPa, but the solutions under Hutchinson-Rice-Rosengren Riedel-Rice (HRR-RR) control (initially by plastic HRR control, then by RR conditions) were more appropriate when P15MPa.
机译:进行了理论方法和数值模拟以研究蠕变裂纹启动(CCI)时间和由管道的几何尺寸引起的限制的效果,管道与轴向表面裂缝。提出了在瞬态蠕变条件下认为瞬态蠕变条件下的C * -Q *方法的理论增强模型,其考虑了无关的约束参数Q *,以预测裂缝前沿的CCI时间。结果表明,Q *沿着裂纹前沿的Q *的分布调节相似。最大裂缝前部发生最大约束水平,用于小A / C(A / C <0.4)的裂缝,而在自由表面附近发生裂缝,用于大A / C(A / C&GT; 0.4)。当A / C保持恒定时,相同位置处的约束值(20 / z)随着裂缝深度的增加而增加。此外,证明了管道的轴向内表面裂缝比具有相同几何尺寸的外表面裂缝更危险。此外,CCI时间由约束的峰值值决定,或者CCI首先发生在约束水平最大的位置。另外,讨论了考虑到约束的静液压应力和三轴的变化。验证了分析C * -Q *方法的适用性以预测CCI。分析方法与BS 7910与BS 7910之间的CCI时以及Fe结果的比较表明,应力强度因子Riedel稻(K-RR)控制下的溶液(最初通过k,然后通过瞬时蠕变应力或Riedel水稻条件)当内部压力P <时更准确15 MPa,但哈钦森 - 稻罗伦Riedel-Riedel-Riedel-Rice(HRR-RR)控制的解决方案(最初通过塑料HRR控制,然后通过RR条件)在P&GT; 15MPa时更合适。

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