The Numerical Simulation of Pipe/Soil Interaction Under Wave Loadings

Ren Yanrong
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Abstract

The on-bottom stability of submarine pipeline is a key problem of submarine pipeline design.The key issue is to simulate the interaction among wave,pipe and soil. In this paper, the constitutive models of soil, such as nonlinear elastic, porous elastic and Ramberg-Osgood models are adopted respectively, and the pipe/soil interaction has been analyzed by the common finite element software ABAQUS program. The contact surfaces have been established. The factors such as contact effect,frictional coefficient between pipe and soil ,pipe's penetration, the impact of yielding stress are considered. Also, the results show that the computation of the pipe/soil interaction is feasible and may provide a help- ful tool for the engineering practice of pipeline on-bottom stability design.
波浪荷载作用下管土相互作用的数值模拟
海底管道的海底稳定性是海底管道设计中的一个关键问题。关键问题是如何模拟波浪、管道和土壤之间的相互作用。本文分别采用了土体的非线性弹性、多孔弹性和Ramberg-Osgood模型等本构模型,并采用常用有限元软件ABAQUS程序对管土相互作用进行了分析。已经建立了接触面。考虑了接触效应、管道与土的摩擦系数、管道的贯入、屈服应力的影响等因素。计算结果表明,管土相互作用的计算是可行的,可为管道底部稳定设计的工程实践提供有益的工具。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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