Development of Strain-Based Defect Assessment Criteria for Oil and Gas Pipelines

石油和天然气管道基于应变的缺陷评估标准的制定

基本信息

  • 批准号:
    RGPIN-2016-04461
  • 负责人:
  • 金额:
    $ 2.26万
  • 依托单位:
  • 依托单位国家:
    加拿大
  • 项目类别:
    Discovery Grants Program - Individual
  • 财政年份:
    2016
  • 资助国家:
    加拿大
  • 起止时间:
    2016-01-01 至 2017-12-31
  • 项目状态:
    已结题

项目摘要

Steel pipelines transport oil, gas, and petroleum products. Canada has the second-largest pipeline network in the world, and the pipeline transmission industry adds about $8.8 billion to Canada’s gross domestic product (GDP). Hence, the safety and the uninterrupted operation of oil and gas pipelines are paramount. The majority of these pipelines run underground; thus, they are called buried pipelines. Buried pipelines develop many defects, such as dents, from a variety of external forces. Dent defects may cause the pipes to fail; for example, dents may cause ruptures or leaks that have far-reaching consequences. Oil or gas may be released, causing environmental damages, health hazards, and oil and gas supply interruption. Thus, research has been completed to determine how these dent defects form in buried energy pipelines, and the possible failures that can result from these dent defects. Most buried pipelines are constrained by soil around them; they form constrained dents. However, studies were only completed on pipe specimens with unconstrained dents. As a result, these previous studies do not provide knowledge of the structural behavior of oil and gas pipelines with constrained dents. Furthermore, the current dent assessment criteria uses the depth of a pipe’s dent (the amount that the pipe wall has been dented inwards) as is the primary factor to determine the chance that a pipe will fail because of its dent defect. This criteria based on dent depth is unrealistic, and it has been criticised by many researchers. The assessment of a pipe’s failure should be based on dent strain (the amount of stretching in the pipe wall) instead, as it more accurately reflects real-life situations. This NSERC research program has therefore been designed with the objective of developing strain-based dent assessment criteria. This criteria will be robust, able to accurately assess failures caused by constrained dents in buried oil and gas pipelines when the pipes are subjected to oil and gas pressures. Hence, the anticipated significance of this research program is the development of strain-based defect assessment criteria for oil and gas pipelines with constrained dents. This criteria does not currently exist, but there is a great necessity for it. With its development, the pipeline industry, engineers, and regulatory governmental bodies will be able to correctly assess the possibility of ruptures or leaks caused by a variety of dent defects in buried pipelines. Thus, the benefit of this research is that it will assist in reducing pipeline failures and their resulting consequences, such as the release of oil and gas into the environment. It will also save revenue for pipeline operators and minimize the interruption of oil and gas that is supplied to our community and to various industries.
钢管道运输石油、天然气和石油产品。加拿大拥有世界上第二大管道网络,管道输送行业为加拿大的国内生产总值(GDP)增加了约88亿美元。因此,石油和天然气管道的安全和不间断运营至关重要。这些管道大部分在地下运行;因此,它们被称为埋地管道。埋地管道在各种外力作用下会产生许多缺陷,如凹陷等。凹痕缺陷可能导致管道失效;例如,凹痕可能导致破裂或泄漏,造成深远的后果。石油或天然气可能会释放,造成环境破坏、健康危害以及石油和天然气供应中断。因此,已经完成了研究,以确定这些凹痕缺陷如何在埋地能源管道中形成,以及这些凹痕缺陷可能导致的故障。大多数埋地管道受到周围土壤的约束,形成约束凹陷。然而,研究只完成了管试样与无约束凹痕。因此,这些以前的研究没有提供知识的石油和天然气管道的约束凹痕的结构行为。此外,目前的凹痕评估标准使用管道凹痕的深度(管道壁向内凹陷的量)作为确定管道由于其凹痕缺陷而失效的机会的主要因素。这种基于凹痕深度的标准是不切实际的,并且受到许多研究人员的批评。管道故障的评估应该基于凹痕应变(管壁的拉伸量),因为它更准确地反映了现实生活中的情况。因此,NSERC的研究计划旨在制定基于应变的凹痕评估标准。该标准将是稳健的,能够准确地评估当管道受到石油和天然气压力时,埋地石油和天然气管道中的约束凹痕引起的故障。因此,本研究计划的预期意义是开发基于应变的缺陷评估标准的石油和天然气管道约束凹痕。虽然目前还没有这一标准,但它的发展是非常必要的,它将使管道工业、工程师和政府管理机构能够正确地评估埋地管道中各种凹痕缺陷引起的破裂或泄漏的可能性。因此,这项研究的好处是,它将有助于减少管道故障及其后果,如石油和天然气释放到环境中。它还将为管道运营商节省收入,并最大限度地减少向我们的社区和各个行业供应的石油和天然气的中断。

项目成果

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Das, Sreekanta其他文献

Effect of Operating Pressure and Dent Depth on Burst Strength of NPS30 Linepipe With Dent-Crack Defect
Sustainable utilization of recycled asphalt as aggregates in engineered cementitious composites
  • DOI:
    10.1016/j.conbuildmat.2021.122727
  • 发表时间:
    2021-03-05
  • 期刊:
  • 影响因子:
    7.4
  • 作者:
    Adesina, Adeyemi;Das, Sreekanta
  • 通讯作者:
    Das, Sreekanta
Mechanical behaviour of basalt fibre reinforced concrete
  • DOI:
    10.1016/j.conbuildmat.2016.08.009
  • 发表时间:
    2016-10-15
  • 期刊:
  • 影响因子:
    7.4
  • 作者:
    Branston, John;Das, Sreekanta;Taylor, Craig
  • 通讯作者:
    Taylor, Craig
Effect of bidirectional ground shaking on structures in the elastic and post-elastic range: Adequacy of design provisions
  • DOI:
    10.1016/j.jobe.2021.103656
  • 发表时间:
    2021-11-19
  • 期刊:
  • 影响因子:
    6.4
  • 作者:
    Hussain, Md Ahsaan;Dutta, Sekhar Chandra;Das, Sreekanta
  • 通讯作者:
    Das, Sreekanta
Effect of Cyclic Strain on Mechanical Behavior of Structural Steels in Room and Low Temperatures

Das, Sreekanta的其他文献

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{{ truncateString('Das, Sreekanta', 18)}}的其他基金

Structural Assessment and Rehabilitation of Energy Pipes with Wrinkle-Corrosion Defect
具有皱纹腐蚀缺陷的能源管道的结构评估与修复
  • 批准号:
    RGPIN-2021-02508
  • 财政年份:
    2022
  • 资助金额:
    $ 2.26万
  • 项目类别:
    Discovery Grants Program - Individual
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    556301-2020
  • 财政年份:
    2021
  • 资助金额:
    $ 2.26万
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    Alliance Grants
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    2021
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  • 项目类别:
    Alliance Grants
Structural Assessment and Rehabilitation of Energy Pipes with Wrinkle-Corrosion Defect
具有皱纹腐蚀缺陷的能源管道的结构评估与修复
  • 批准号:
    RGPIN-2021-02508
  • 财政年份:
    2021
  • 资助金额:
    $ 2.26万
  • 项目类别:
    Discovery Grants Program - Individual
Development of environmentally friendly materials for 3D concrete printing
开发用于3D混凝土打印的环保材料
  • 批准号:
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  • 财政年份:
    2021
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    $ 2.26万
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    Alliance Grants
Development of Design Guidelines for Z-Modular Connections of High-rise Building
高层建筑 Z 型模块化连接设计指南的制定
  • 批准号:
    555140-2020
  • 财政年份:
    2021
  • 资助金额:
    $ 2.26万
  • 项目类别:
    Alliance Grants
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开发用于农场和农业应用的环境可持续混凝土柱
  • 批准号:
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  • 财政年份:
    2021
  • 资助金额:
    $ 2.26万
  • 项目类别:
    Alliance Grants
Development of Narrow Concrete Beam Reinforced with BFRP Rebar
BFRP筋加固混凝土窄梁的研制
  • 批准号:
    549340-2019
  • 财政年份:
    2020
  • 资助金额:
    $ 2.26万
  • 项目类别:
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  • 批准号:
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  • 财政年份:
    2020
  • 资助金额:
    $ 2.26万
  • 项目类别:
    Collaborative Research and Development Grants
Development of Design Guidelines for Z-Modular Connections of High-rise Building
高层建筑 Z 型模块化连接设计指南的制定
  • 批准号:
    555140-2020
  • 财政年份:
    2020
  • 资助金额:
    $ 2.26万
  • 项目类别:
    Alliance Grants

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