首页> 外文期刊>Ocean Engineering >Study on lateral buckling characteristics of a submarine pipeline with a single arch symmetric initial imperfection
【24h】

Study on lateral buckling characteristics of a submarine pipeline with a single arch symmetric initial imperfection

机译:单拱对称初始缺陷的海底管道的横向屈曲特性研究

获取原文
获取原文并翻译 | 示例
           

摘要

With the development of submarine oil and gas resources, research on global pipeline buckling caused by high temperature and pressure in the process of oil and gas transport is becoming an important issue. Owing to human factors or to uneven seabed conditions, local bends are produced in the process of pipeline manufacturing and laying. Those bends are called geometric initial imperfections whose deformation forms can be divided into a single arch symmetric deformation and a double arch antisymmetric deformation. In this paper, the energy method is introduced to calculate the analytical solution of pipeline lateral buckling with a single arch initial imperfection, and the cause of snap buckling phenomenon is discussed. A FEA model is established, and the difference between the analytical solution and numerical solution is also presented. (C) 2015 Elsevier Ltd. All rights reserved.
机译:随着海底油气资源的开发,研究在油气输送过程中高温高压造成的全球管道屈曲问题已成为重要课题。由于人为因素或海床条件不均匀,在管道制造和铺设过程中会产生局部弯曲。这些弯曲称为几何初始缺陷,其变形形式可分为单拱对称变形和双拱反对称变形。本文采用能量法计算了单拱初始缺陷时管道横向屈曲的解析解,并探讨了瞬态屈曲现象的成因。建立了有限元分析模型,并给出了解析解与数值解的区别。 (C)2015 Elsevier Ltd.保留所有权利。

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