|
|
Structure Properties Analysis of Offshore Rig Substructure Based on Model Reconstruction |
LIU Jin-mei,XIAO Xu-hao,ZHOU Guo-qiang |
Mechanical Science and Engineering College, Northeast Petroleum University, Daqing, Heilongjiang 163318, China |
|
|
Abstract To ensure the safe operation of offshore drilling work, the modal reconstruction method based on optimization theory is proposed, which is used for the bearing capacity estimation and structural safety evaluation of offshore rig substructure in service. Combining with engineering experience and test data, the problem on the finite element model updating is transformed into optimization parameter estimation. The numerical model is updated by the test results, its error is less than 6% under high load. The updated structural parameters are used as reference values to simulate the static and dynamic mechanical properties. Then the failure shape, dangerous position and its safe bearing capacity can be forecast more accurately.
|
Received: 06 November 2019
Published: 06 December 2021
|
|
|
|
|
[1]黄悦华, 王进全, 李厚岭, 等.超深井钻机井架底座特点分析[J].石油矿场机械,2008,37(2):33-36.
Huang Y H, Wang J Q, LI H L, et al. Structural analysis and design project of mast and substructure for ultra-deep drilling rigs[J]. Oil Field Equipment, 2008, 37(2): 33-36.
[2]杨慧. 4000m钻机井架及底座模型的试验研究及理论分析[D]. 大庆:东北石油大学,2011.
[3]王紫阳, 杨本灵, 胡建启, 等. 井架和底座承载能力测试及安全性评估方法研究[J]. 石油矿场机械, 2012, 41 (6):88-90.
Wang Z Y, Yang B L, Hu J Q, et al. Research on load-bearing capacity test and safety evaluation method of Derrick and substructure[J]. Oil Field Equipment,2012,41 (6): 88-90.
[4]刘孔忠, 葛运春, 王希军, 等. 海洋钻机底座承载性能的试验研究和有限元分析[J]. 中国工程机械学报, 2015, 13(4):367-371.
Liu K Z, Ge Y C, Wang X J, et al. Experimental study and finite element analysis on the bearing capacity of offshore rig substructure[J]. Chinese Journal of Construction Machinery, 2015, 13(4): 367-371.
[5]葛运春, 马宝忠, 吴文秀, 等. 在役海洋钻机底座承载能力分析[J].石油机械,2013,41(12):27-29,33.
Ge Y C, Ma B Z,Wu W X, et al. Analysis of the bearing capacity of the in-service offshore rig substructure[J]. China Petroleum achinery, 2013, 41(12):27-29,33.
[6]王元清, 姚南, 张天申, 等. 基于最优化理论的多阶段模型修正及其在桥梁安全评估中的应用[J]. 工程力学, 2010, 27(1):91-97, 115.
Wang Y Q, Yao N, Zhang T S, et al. An application of multistage model updating based on optimization theory to the safety appraisal of bridge[J]. Engineering Mechanics, 2010, 27(1):91-97, 115.
[7]Banan M R, Banan M R, Hjelmstad K D. Parameter estimation of structures from static response. I: Computational aspects [J]. Journal of Structural Engineering, ASCE, 1994, 120(11): 3243―3258.
[8]刘金梅, 周国强, 韩国有. 基于有限元动力模型的在役钻机井架仿真模型[J]. 石油学报, 2009, 30(5):788-792.
Liu J M, Zhou G Q, Han G Y. Simulation model for in-service rig derrick based on finite dynamic model[J]. Acta Petrolei Sinica,2009,30(5):788-792.
[9]韩东颖, 王志磊, 朱进礼. 基于时变可靠度和疲劳效应的井架钢结构剩余寿命分析[J]. 计量学报, 2015, 36(5): 491-495.
Han D Y, Wang Z L, Zhu J L. Analysis of Residual Life of Derrick Steel Structure Based on the Time-varying Reliability and Fatigue Effects. Acta Metrologica Sinica, 2015, 36(5): 491-495.
[10]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.
Liu J M, Zhou G Q. Study on bearing capacity of drilling derrick in-service based on static and dynamic performances[J]. Engineering Mechanics, 2014,31(8):250-256.
[11]刘金梅. 在役钻机井架使用安全性综合评价方法研究[D].大庆:东北石油大学, 2012:18-20.
[12]API 4F 钻井和修井井架、底座规范(第4版)[S].2004. |
|
|
|