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Finite Element Algoritm for Static Analysis of Deep Water Pipelaying.

机译：深水铺管静力分析的有限元算法。

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A general analysis method is presented for calculating the static behavior of deepsea pipelines during laying operations. The method of analysis is based on the finite element method and includes bending deformation. Variational equations are derived; in order to improve numerical stability axial flexibility has been eliminated.

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van Aanhold, J. E.;
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年度 1982
页码 1-10
总页数 10
原文格式 PDF
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关键词
Underwater pipelines; Underwater construction; Deep water; Finite element analysis; Boundary value problems; Sag; Foreign technology;

机译：水下管道;水下施工;深水;有限元分析;边界值问题;凹陷;国外技术;

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Finite Element Algoritm for Static Analysis of Deep Water Pipelaying.

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