胡狄, 何勇, 金伟良. 基于向量式有限元的Spar扶正预测及强度分析[J]. 工程力学, 2012, 29(8): 333-339, 345. DOI: 10.6052/j.issn.1000-4750.2010.11.0840
引用本文: 胡狄, 何勇, 金伟良. 基于向量式有限元的Spar扶正预测及强度分析[J]. 工程力学, 2012, 29(8): 333-339, 345. DOI: 10.6052/j.issn.1000-4750.2010.11.0840
HU Di, HE Yong, JIN Wei-liang. VFIFE-BASED PREDICTION AND STRENGTH ANALYSIS ON UPENDING OF Spar[J]. Engineering Mechanics, 2012, 29(8): 333-339, 345. DOI: 10.6052/j.issn.1000-4750.2010.11.0840
Citation: HU Di, HE Yong, JIN Wei-liang. VFIFE-BASED PREDICTION AND STRENGTH ANALYSIS ON UPENDING OF Spar[J]. Engineering Mechanics, 2012, 29(8): 333-339, 345. DOI: 10.6052/j.issn.1000-4750.2010.11.0840

基于向量式有限元的Spar扶正预测及强度分析

VFIFE-BASED PREDICTION AND STRENGTH ANALYSIS ON UPENDING OF Spar

  • 摘要: Spar 平台以它优越的运动及稳定特性在深水开发中受到越来越多的青睐.Spar 扶正过程的运动形式和承受荷载与服役期间完全不同,需要进行特别的设计验证.该文基于向量式有限元基本原理,考虑Spar 扶正运动特性,建立了扶正过程计算分析方法.该方法考虑了重力、阻尼力、静水压力和附加水质量等对扶正的影响,建立了荷载和位移以及结构质量的耦合关系,能够准确地模拟扶正过程,并获得Spar 在整个扶正过程中的运动响应特征.建立了运动信息导入方法,将预测所得的运动响应结果导入通用有限元分析软件进行扶正过程结构强度分析.算例分析结果表明:该方法能够对扶正过程各时间点的结构运动响应和整体强度进行详细分析.这为今后的海洋工程中的Spar 扶正分析提供了一种新的方法.

     

    Abstract: The Spar platform has become more and more attractive as its superior motion and stability properties in deep-water oil exploration industry. Upending of Spar is a critical process because the motion and structural loading applied is substantially different from the exploratory life, so it needs special design and verification. An analysis method of upending process is presented based on the fundamental principle of vector form intrinsic finite element (VFIFE). In this method, the effects of gravity, damping force, hydrostatic pressure and additional water mass are considered, and the coupling relationship of load, motion and mass is built. It can simulate the upending and provide information on structure motion during the process. The import method of motion information is built by inputting the motion characteristics into the analysis software ANSYS, and then performing detailed strength analysis. This method has the ability to make an elaborate analysis on both the strength behavior and the motion response of structures in time-domain. An actual upending analysis of Spar is utilized for demonstrating the feasibility and highlight of the method.

     

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