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深海非粘结柔性立管简化模型数值分析及实验研究 总被引:1,自引:0,他引:1
非粘结柔性立管具有弯曲刚度小、质量轻、耐腐蚀以及抗疲劳等特点,适用于深海恶劣的海况。然而由于非粘结柔性立管层与层之间的摩擦、接触等诸多强非线性特性,使得其数值模拟分析面临众多挑战,很难同时保证分析模型的精度和效率。提出一个新的非粘结柔性立管简化模型,在考虑摩擦和接触等非线性特性,以及骨架层和抗压层的沿轴向的弹性模量的条件下,运用梁单元和壳单元简化了建模。实验研究的拉伸、扭转、弯曲刚度结果与新建简化模型计算结果的对比分析,验证了所建简化模型的可靠性。研究表明,新的简化模型不仅能节省计算时间,而且更加接近柔性立管的实际本构关系和实验结果。 相似文献
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A coupled element modeling method is proposed for global dynamic analyses of unbonded flexible risers.Owing to the multi-layer structure of unbonded flexible risers, the global-dynamic-analysis method applied to the steel rigid risers is insufficient for flexible risers. The main challenges lie in the enormous difference between the anti-tension and anti-binding capacity of unbonded flexible risers which results in serious ill-conditional calculation in global dynamic analysis. In order to solve this problem, the coupled element modeling approach was proposed in this study. A time domain fatigue analysis was applied to illustrate the necessity of the proposed approach.A dynamic benchmark case is used to demonstrate the accuracy of the coupled element method respectively.Subsequently the validated coupling element method is employed to conduct the global dynamic analyses for a free hanging flexible riser. The results demonstrate that the proposed approach can give the accurate global dynamic response under the guidance of the fatigue failure mode for unbonded flexible riser. The parametric influence analyses also provide a practical and effective way for predicting the global dynamic response. 相似文献
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