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Mechanical modeling of deepwater flexible structures with large deformation based on absolute nodal coordinate formulation

机译:基于绝对节点坐标公式的大变形深水柔性结构力学建模

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In this paper, a mechanical analysis model is proposed on basis of the absolute nodal coordinate formulation (ANCF) and the theories of continuum mechanics and finite element method to accurately analyze the statics and dynamics of deepwater flexible structures with large deformation. In this model, the traditional angle coordinate is replaced with slope coordinate under the frame of overall coordinate system. The mapping relation of the parameters under current and reference configurations is established, and the method of describing the nonlinear geometric relationship of the element with the current configuration parameters is discussed. Then, based on the energy variation principle, the generalized elastic force and stiffness matrix of the element are derived, and the mass matrix and external load matrix of the element are combined to perform the element assembling using the finite element method, and the static and dynamic equilibrium equations are then formed. The calculation programs are compiled by FORTRAN language, whose reliability and accuracy are checked by the cases of beam model with theoretical solutions. Finally, a kind of steel lazy wave catenary riser is taken as an example, and its static and dynamic characteristics are analyzed systematically, which further verifies the effectiveness and practicability of the mechanical model.
机译:本文基于绝对节点坐标公式(ANCF),连续介质力学理论和有限元方法,提出了一种力学分析模型,以准确分析大变形深水柔性结构的静力学和动力学。在该模型中,在整体坐标系的框架下,将传统的角度坐标替换为坡度坐标。建立了当前和参考构型下参数的映射关系,讨论了用当前构型参数描述单元非线性几何关系的方法。然后,基于能量变化原理,推导了单元的广义弹性力和刚度矩阵,并结合了单元的质量矩阵和外载荷矩阵,进行了有限元法的单元组装,并进行了静,静力分析。然后形成动态平衡方程。计算程序采用FORTRAN语言编写,其可靠性和准确性通过梁模型的情况和理论解决方案进行检验。最后,以一种钢制的悬臂式悬链提升管为例,对其静,动态特性进行了系统分析,进一步验证了力学模型的有效性和实用性。

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