首页> 外文会议>International Ocean and Polar Engineering Conference >Collapse Mechanisms of Pipe-in-pipe Systems under External Pressure during Operation
【24h】

Collapse Mechanisms of Pipe-in-pipe Systems under External Pressure during Operation

机译:管道管道系统在外部压力下的折叠机制

获取原文

摘要

This study investigates collapse mechanisms of the inner pipe of a pipein-pipe (PIP) system under external hydrostatic pressure. It is observedthat the geometric and material properties of the outer pipe affect thecollapse pressure of the inner pipe (P_(ci)). A finite element analysis (FEA)is presented and is validated against the experimental results. Using thevalidated FEA, a parametric study is conducted. An empirical expressionis proposed for P_(ci). Then the collapse mechanisms of the inner pipeduring the operation, by incorporating various fractions of the burstpressure in the inner pipe, are studied using the FEA and are comparedto the response of PIP with no internal pressure. It was shown that thecollapse pressure of the inner pipe when the outer pipe caused a localcontact pressure is not significantly affected by the internal pressure.
机译:本研究调查了管道内管的塌陷机制 - 管(PIP)系统在外部静水压力下。观察到外管的几何和材料特性影响内管的折叠压力(P_(CI))。有限元分析(FEA)呈现并验证了实验结果。使用经过验证的FEA,进行参数研究。一个经验表达提出用于P_(CI)。然后是内管的折叠机制在操作期间,通过纳入爆发的各种分数使用FEA研究内管的压力并进行比较对PIP的响应没有内部压力。它被证明了当外管引起当地时,内管的塌陷压力接触压力不会受到内部压力的显着影响。

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