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基于有限元法的海底管道埋深计算
引用本文:张磊,王振宁,甘浪雄,欧阳颖.基于有限元法的海底管道埋深计算[J].船舶工程,2017,39(11):93-98.
作者姓名:张磊  王振宁  甘浪雄  欧阳颖
作者单位:武汉理工大学航运学院,武汉430063;内河航运技术湖北省重点实验室,武汉430063;东莞市交通运输局,广东东莞,523125
摘    要:基于有限元分析程序ANSYS/LS-DYNA分析应急抛锚贯入海床的动态响应过程,并分析不同锚重、水深、抛锚高度、海底底质等因素对锚在海床中贯入量的影响,最终确定锚机影响作用下管道的最佳安全埋深。

关 键 词:海底管道  管道埋深  应急抛锚  有限元法
收稿时间:2017/8/11 0:00:00
修稿时间:2017/11/21 0:00:00

Buried Depth Calculation of Subsea Pipeline Based on Finite Element Method
ZHANG Lei,WANG Zhenning,and OUYANG Ying.Buried Depth Calculation of Subsea Pipeline Based on Finite Element Method[J].Ship Engineering,2017,39(11):93-98.
Authors:ZHANG Lei  WANG Zhenning  and OUYANG Ying
Institution:School of Navigation,Wuhan University of Technology,Dongguan Transport Department,Guangdong Dongguan,School of Navigation,Wuhan University of Technology,School of Navigation,Wuhan University of Technology
Abstract:The paper analyzes the dynamic response process when the anchor penetrates the seabed based on finite element analysis program ANSYS / LS-DYNA. It analyzes the influence of different factors such as anchor weight, water depth, anchorage height and seabed sediment on the penetration of anchors in the seabed. Ultimately the best safe depth of the subsea pipelines under the effect of the anchor device is determined.
Keywords:subsea pipeline  buried depth of pipelines  emergency anchoring  finite element method
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