【24h】

Numerical Simulation of Dynamic Response of Buried Pipeline by Ground Explosion

机译:地下爆炸对地下管道动力响应的数值模拟

获取原文

摘要

The safety of a pipeline structure, as a very important means of transport, becomes very important under explosion load when explosion is now becoming more common event. To evaluate the effects of a possible ground explosion on buried pipeline, this paper attempted to analyze the dynamic responses of the pipeline in soft soil by using a widely applied explicit dynamic nonlinear finite element software ANSYS/LS-DYNA through selecting proper material constitutive relation and using nonlinear dynamics theory and arbitrary Lagrangian-Eularian (ALE) algorism. The paper also considered fluid and solid coupling such as soil and pipeline, and pipeline and liquid in it under the explosion load. Two research paths were selected to analyze the dynamic responses of the pipeline. The path 1 was along the transverse direction of the pipeline, and 5 typical points were selected around the cross-section; and the path 2 was along the longitudinal direction and the horizontal distance from the explosion center ranged from 0 to 2 m. The numerical results indicated that using numerical simulation method to study the explosion ground shock effect on buried pipeline was feasible, and the upper part of the pipeline cross-section with directions ranging from 0 to 45° and horizontal distances of 0 to 1m away from the explosive center was the vulnerable areas.
机译:当爆炸变得越来越普遍时,在爆炸载荷下,管道结构的安全性作为一种非常重要的运输手段就变得非常重要。为了评估可能发生的地面爆炸对地下管道的影响,本文尝试通过选择适当的材料本构关系,并使用广泛应用的显式动态非线性有限元软件ANSYS / LS-DYNA,分析软土中管道的动力响应。使用非线性动力学理论和任意Lagrangian-Eularian(ALE)算法。本文还考虑了在爆炸载荷下的流体和固体耦合,例如土壤和管道,以及其中的管道和液体。选择了两个研究路径来分析管道的动态响应。路径1沿管道的横向方向,并在横截面周围选择了5个典型点;路径2沿长度方向,距爆炸中心的水平距离为0〜2m。数值结果表明,采用数值模拟的方法研究爆炸对地下管道的冲击作用是可行的,管道横截面的上部方向为0〜45°,水平距离为0〜1m。爆炸中心是脆弱地区。

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