首页> 外文会议>The proceedings of the twentieth (2010) international offshore and polar engineering conference (ISOPE-2010 Beijing) >A Finite Element Method for Calculating the Applied Top Tension and Static Configurations of Extensible Marine Riser with Specified Total Arc-Length
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A Finite Element Method for Calculating the Applied Top Tension and Static Configurations of Extensible Marine Riser with Specified Total Arc-Length

机译:计算总弧长的可扩展船用立管的施加顶张力和静态构型的有限元方法

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摘要

A variational formulation of an extensible marine riser is formulatedrnbased on the work-energy principle. The total unstretched arc-length ofrnmarine riser is specified while the top tension is not yet exactly knownrnat the equilibrium position. A Lagrange multiplier is introduced inrnorder to impose the constraint condition, which is the specified totalrnarc-length of the riser. The system unknowns are composed of thernnodal degrees of freedom and the Lagrange multiplier. The system ofrnnonlinear finite element equations is derived based on the finite elementrnprocedure. The numerical solutions of the nonlinear system arernobtained by the iterative method. The results show that the Lagrangernmultiplier is identified as the value of top tension adjusting thernspecified top tension in order to maintain the marine riser inrnequilibrium condition.
机译:基于工作能量原理,可扩展海洋立管的变体形式。在平衡位置尚未确定最高拉力的情况下,指定了海上立管的总未拉伸弧长。拉格朗日乘数被无序引入以施加约束条件,约束条件是立管的指定总长度。系统未知数由节点自由度和拉格朗日乘数组成。基于有限元程序推导了非线性有限元方程组。用迭代法求解非线性系统的数值解。结果表明,拉格朗日乘数被认为是为了维持海洋立管不平衡状态而调节指定的最大张力的最大张力值。

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