期刊文献+

深水隔水管受力变形模拟试验方法研究 被引量:5

Test Method for the Force Deformation of Deepwater Riser
下载PDF
导出
摘要 深水隔水管的失效形式多种多样,保证隔水管安全可靠是实现安全快速钻进的先决条件。为测量隔水管在工作过程中的真实应变,确保其在工作过程中满足强度要求,采用水下应变测试技术,通过在模拟管柱外壁粘贴电阻应变片,测得其在特定载荷下的应变规律,验证了试验方法的可行性。同时设计合理的密封堵头并使用环氧树脂AB胶对其进行灌胶固化,可以解决试验引线引出主缸筒的密封问题,将半固化环氧树脂AB胶涂在粘贴好的应变片表面,可以解决应变片的绝缘保护问题。最后分析了造成测量误差的主要原因并提出了相应的解决措施,为后续进行复杂模拟试验奠定了基础。 There are various forms for deepwater riser failure. It is the prerequisite to ensure the safety and reliability of the riser for achieving safe and rapid drilling. To measure the real strain of the riser and ensure that it satisfies the strength requirement in operating, its strain law under the specific load was measured adopting underwater strain test technology and affixing resistance strain gage to the external wall of simulation string. The feasibility of the method was verified. Meanwhile, the reasonable sealing plug was designed. The epoxy resin AB rubber was used to conduct a glue pouring and curing of it, which could solve the sealing problem that the test lead would extract the main cylinder. The partially curing epoxy AB rubber was painted on the affixed strain gage surface, which could deal with the insulation protection of the gage. Finally, the paper analyzes the main reason for causing measurement error and offers the corresponding solution, laying the foundation for the subsequent complex simulation test.
出处 《石油机械》 北大核心 2013年第12期53-57,共5页 China Petroleum Machinery
基金 国家自然科学基金创新研究群体项目(51221003) 国家科技重大专项"复杂结构井优化设计与控制关键技术"(2011ZX05009-005)
关键词 深水钻井 深水隔水管 受力变形 模拟试验 应变测试 误差来源 解决措施 deepwater drilling deepwater riser force deformation simulation test strain test error source solution
  • 相关文献

参考文献12

二级参考文献26

  • 1郭建江.深水管道屈曲传播的动力特性[J].国外油气储运,1993,11(4):28-31. 被引量:1
  • 2张彦兵,陈树礼,冯小利.几种常用应变测试技术的比较分析[J].山西建筑,2006,32(3):77-78. 被引量:13
  • 3Huang X, Mihsein M, Kibble K, et al. Collapse strength analysis of casing design using finite element method[ J]. Internal journal of pressure vessels and piping, 2000, 77(6): 359-367.
  • 4API BUL 5C3. Bulletin on formulas and calculations for easing, tubing and linepipe properties [S]. API, 1994: 15-4.
  • 5Dykes D, Trocouet D, Josey R. Investigation of riser disconnect and blowout mississippi canyon block 538 OCS- G 16614 well #2 [ R] . Washington DC: US, Minerals Management Service (MMS), 2001.
  • 6Woltman G. Human engineering fators result in increasing number of riser disconnects [ R] . Washington DC: US, Minerals Management Service (MMS) , 2005.
  • 7Brekke J N. Key elements in ultra - deep water drilling riser management [ C ] . Proceedings of the SPE/IADC Drilling Conference, Amsterdam, The Netherlands : SPE, 2001.
  • 8Bruce D, Foster D, James R, et al. Unplanned disconnects in deepwater drilling: prevention measures and emergency response [C] . Proceedings of the SPE/IADC Drilling Conference, Amsterdam, The Netherlands : SPE, 2001.
  • 9Kirton B, Wulf G, Henderson B. Thunder horse drilling riser break - the roak to recovery [ C ] . Proceedings of the SPE Annual Technical Conference, Houston, Texas : SPE, 2004.
  • 10U. S. Department of the interior. OCS - Related Incidents [ EB/OL ] http: // www. mms. gov/incidents/Sig-Poll2003. htm.

共引文献28

同被引文献78

引证文献5

二级引证文献27

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部