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多孔弹性海床上的管土相互作用数值模拟
任艳荣; 刘玉标; 顾小芸
Source Publication中国海洋平台
2004-10-30
Volume19Issue:5Pages:17-21
Abstract采用有限元软件ABAQUS对管土系统进行分析,土体的本构模型采用多孔弹性模型。通过改变管道的水下重、环境载荷等参数进行计算,可以得到管道的位移、海床孔隙水压力分布、土体侧向隆起。计算结果表明,管道的水下重、环境载荷、土性参数均对管土系统有影响。
Keyword海底管道 数值模拟 多孔弹性 管土相互作用
Language中文
Funding Organization北京建筑工程学院博士基金资助项目。
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/41736
Collection力学所知识产出(1956-2008)
Corresponding Author任艳荣
Recommended Citation
GB/T 7714
任艳荣,刘玉标,顾小芸. 多孔弹性海床上的管土相互作用数值模拟[J]. 中国海洋平台,2004,19(5):17-21.
APA 任艳荣,刘玉标,&顾小芸.(2004).多孔弹性海床上的管土相互作用数值模拟.中国海洋平台,19(5),17-21.
MLA 任艳荣,et al."多孔弹性海床上的管土相互作用数值模拟".中国海洋平台 19.5(2004):17-21.
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