刘金梅, 周国强. 基于静动力的在役钻机井架承载性能研究[J]. 工程力学, 2014, 31(8): 250-256. DOI: 10.6052/j.issn.1000-4750.2013.10.0999
引用本文: 刘金梅, 周国强. 基于静动力的在役钻机井架承载性能研究[J]. 工程力学, 2014, 31(8): 250-256. DOI: 10.6052/j.issn.1000-4750.2013.10.0999
LIU Jin-mei, ZHOU Guo-qiang. STUDY ON BEARING CAPACITY OF IN-SERVICE DRILLING DERRICKS BASED ON STATIC AND DYNAMIC PERFORMANCE[J]. Engineering Mechanics, 2014, 31(8): 250-256. DOI: 10.6052/j.issn.1000-4750.2013.10.0999
Citation: LIU Jin-mei, ZHOU Guo-qiang. STUDY ON BEARING CAPACITY OF IN-SERVICE DRILLING DERRICKS BASED ON STATIC AND DYNAMIC PERFORMANCE[J]. Engineering Mechanics, 2014, 31(8): 250-256. DOI: 10.6052/j.issn.1000-4750.2013.10.0999

基于静动力的在役钻机井架承载性能研究

STUDY ON BEARING CAPACITY OF IN-SERVICE DRILLING DERRICKS BASED ON STATIC AND DYNAMIC PERFORMANCE

  • 摘要: 井架作为石油钻机的重要承载设备,其承载性能直接关系到整套钻机系统的安全运行。为了准确预测安全承载能力,综合考虑静动力学特性,提出了联合静动力的分层次模型修正方法。在灵敏度分析和工程经验的基础上,以反映结构性能参数的残差最小作为目标函数,构建优化修正模型,利用一阶搜索优化算法实现模型修正问题的求解。以某在役海洋钻井平台使用的井架为例进行分析,结果表明修正后的模型能全面、正确地反映结构的静动力特性,验证了该方法的可行性和必要性。基于此,利用修正后的模型动态模拟钻井加载工况、分析多遇地震响应以及进行偶遇极端工况下的双重非线性分析,从而预测了井架的失稳状态、破坏形式和极限承载能力。为在役钻机井架的安全承载能力预测和和抵抗突发恶劣工况的预报提供一个新思路,具有一定的实用价值。

     

    Abstract: As a key consideration in drilling equipment, the bearing capacity of a derrick is closely related to the safety of the operating drilling system. To forecast the safe bearing capacity accurately, a method of stratified model updating which considers static and dynamic performance is proposed. Based on sensitivity analysis and engineering practice, an optimal updating function is established using the residual between test and theory parameters. Combined with a first-order optimization algorithm, an improved objective function is deduced to solve this problem. Simulation analysis is carried out for an in-service derrick on an offshore platform. The results indicate that the modified model can reflect the static and dynamic performances of the structure completely and accurately, thus certifying the feasibility and validity of this method. Then the modified model is used for dynamic simulation of the drilling loading condition, analysis of frequent seismic response, and double nonlinear analysis of unexpected extreme conditions. The failure shape, dangerous position, and ultimate bearing capacity can be predicted. It provides a new method for the prediction of safe bearing capacity and unexpected extreme condition of in-service derricks, which has practical value.

     

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