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Collapse Design of UCE-Pipe Wellbore Casing

机译:uce-pipe井筒套管的折叠设计

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Recently,well design engineers attempted to replace traditional API 5CT pipes with cheaper UCE steelpipes in the downhole wellbore construction.The UCE method for producing longitudinally welded large-diameter pipes creates typically weaker pipes in terms of collapse resistance.The standard API 5C3 collapsedesign procedure no longer meets safety requirements.A practical solution to this issue is discussed.UCE pipe casing can be designed based on the new collapse strength envelope,which is establishedby modifying the API RP1111 collapse strength model.The original API RP1111 collapse strength modelwas intended for pipeline design,not downhole tubular design.It is comprised of the elastic collapse termand yield collapse term,with the latter being proportional to material yield strength.However,the derationeffects of temperature,tension,and internal pressure are not included.For downhole wellbore tubulardesign,yield strength is replaced with equivalent yield strength(from API 5C3 new addendum),which isa function of temperature,axial stress,and internal pressure.A new casing design workflow has been implemented in the computer program,and case studies wereperformed to verify the collapse design results.A new collapse pressure envelope was generated using thecomputer program integrated with a commercial tubular design tool and was compared to the traditionalAPI 5C3 collapse pressure envelope.As expected,the new collapse strength values,calculated using themodified API RP1111 collapse model,are typically much lower than the estimated values using the API5C3 collapse formula.Results of the collapse safety factor and maximum allowable wear are also compared between themodified API RP1111 collapse model and the traditional API 5C3 collapse model.Typically,UCE pipeusing the modified API RP1111 collapse model generates lower safety factor and maximum allowable wearvalues,as expected.The API RP1111 collapse strength model has been modified to include the deration effects of downholeconditions.Implementing this model in the commercial tubular design tool enables the cost-effective designof wellbore casing strings using cheaper UCE-manufactured steel pipes.
机译:最近,井设计工程师试图用更便宜的UCE钢板取代传统的API 5CT管道,在井下井筒建筑中。用于生产纵向焊接大直径管的UCE方法在崩溃的抵抗方面产生通常较弱的管道。标准API 5C3折叠模型手术编号较长符合安全要求。讨论了对此问题的实用解决方案。可以根据新的崩溃强度包络设计管道套管,其成立于API RP1111崩溃强度模型。原始API RP1111崩溃强度模型用于管道设计的崩溃强度模型,而不是井下管状设计。它包括弹性塌陷项,后者与材料屈服强度成比例。然而,不包括温度,张力和内部压力的脱离效率。对于井下井眼小管,产量强度被等效屈服强度(来自API 5C3新添加剂ndum),ISA函数的温度,轴向应力和内部压力。在计算机程序中已经实施了新的套管设计工作流程,案例研究凭证验证崩溃设计结果。使用电脑程序生成新的折叠压力信封。与商用管状设计工具集成并与RadionaPi 5C3崩溃压力封顶进行比较。预期,使用主题API RP1111崩溃模型计算的新崩溃强度值通常远远低于使用API​​5C3折叠公式的估计值。结果在主题的API RP1111折叠模型和传统的API 5C3折叠模型之间也比较了崩溃安全系数和最大允许磨损。纯版,修改的API RP1111折叠模型的UCE管道较低的安全系数和最大允许的避孕价。API RP1111崩溃强度模型已被修改为包括DOW的液化效果NOHECORDITIONS.implementing在商业管状设计工具中的这种型号使得使用更便宜的UCE制造的钢管,井筒套管串的经济高效设计。

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