{"title":"Development of a Sour HPHT Environment Corrosion-Fatigue S-N Design Curve","authors":"Michael J. Slavens, Kenneth F. Tyler","doi":"10.4043/29337-MS","DOIUrl":null,"url":null,"abstract":"\n In Deepwater Gulf of Mexico (USA), industry and regulatory requirements now require fatigue analysis of in-well barrier equipment for HPHT development wells. The S-N (stress-life) based analysis, specifically utilizing ASME BPVC Sec. VIII Div-2 Part 5 (2013), was the selected analysis methodology for a project. The project required analysis of oilfield grade precipitation hardened nickel-based alloys cyclically loaded in a high temperature environment with sour corrosive produced fluid characterized by significant H2S, CO2, and chlorides, and low pH. As part of the fatigue analysis, a suitable fatigue design curve needed to be selected for the desired metallurgy and environmental exposure.\n The team initially focused on utilizing an existing industry standard fatigue design curve, but after review, development of a unique corrosion fatigue design curve was required. The targeted initial fatigue design curve was the applicable curve found in ASME BPVC Sec. VIII Div-2 (2013). The team used a proprietary data set, from an environment representative of the expected downhole conditions of the project, collected for a previous project. The data set clearly demonstrated that the applicable ASME BPVC design curve (ASME BPVC Sec. VIII Div-2 2013) did not meet the required level of conservatism in this sour corrosive HPHT environment. The original intent of the data set likely was not to validate or develop a fatigue design curve and the test protocol did yield data that could readily be input into typical design curve analysis. Therefore, some advanced and novel analysis techniques were used to develop a unique S-N fatigue design curve that met the industry standard requirements for conservatively predicting fatigue failure and met the requirements for use within ASME BPVC Sec. VIII Div-2 Part 5 based analysis.","PeriodicalId":10968,"journal":{"name":"Day 3 Wed, May 08, 2019","volume":"129 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2019-04-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Day 3 Wed, May 08, 2019","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.4043/29337-MS","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 1
Abstract
In Deepwater Gulf of Mexico (USA), industry and regulatory requirements now require fatigue analysis of in-well barrier equipment for HPHT development wells. The S-N (stress-life) based analysis, specifically utilizing ASME BPVC Sec. VIII Div-2 Part 5 (2013), was the selected analysis methodology for a project. The project required analysis of oilfield grade precipitation hardened nickel-based alloys cyclically loaded in a high temperature environment with sour corrosive produced fluid characterized by significant H2S, CO2, and chlorides, and low pH. As part of the fatigue analysis, a suitable fatigue design curve needed to be selected for the desired metallurgy and environmental exposure.
The team initially focused on utilizing an existing industry standard fatigue design curve, but after review, development of a unique corrosion fatigue design curve was required. The targeted initial fatigue design curve was the applicable curve found in ASME BPVC Sec. VIII Div-2 (2013). The team used a proprietary data set, from an environment representative of the expected downhole conditions of the project, collected for a previous project. The data set clearly demonstrated that the applicable ASME BPVC design curve (ASME BPVC Sec. VIII Div-2 2013) did not meet the required level of conservatism in this sour corrosive HPHT environment. The original intent of the data set likely was not to validate or develop a fatigue design curve and the test protocol did yield data that could readily be input into typical design curve analysis. Therefore, some advanced and novel analysis techniques were used to develop a unique S-N fatigue design curve that met the industry standard requirements for conservatively predicting fatigue failure and met the requirements for use within ASME BPVC Sec. VIII Div-2 Part 5 based analysis.
在美国深水墨西哥湾,行业和监管要求现在需要对高温高压开发井的井内屏障设备进行疲劳分析。基于S-N(应力寿命)的分析,特别是利用ASME BPVC Sec VIII Div-2 Part 5(2013),是该项目选择的分析方法。该项目需要分析油田级沉淀硬化镍基合金在高温环境下循环加载的情况,该环境具有酸性腐蚀产液,其特征是含有大量H2S、CO2和氯化物,并且ph值较低。作为疲劳分析的一部分,需要根据所需的冶金和环境暴露选择合适的疲劳设计曲线。该团队最初专注于利用现有的行业标准疲劳设计曲线,但经过审查,需要开发一种独特的腐蚀疲劳设计曲线。目标初始疲劳设计曲线为ASME BPVC Sec. VIII Div-2(2013)中的适用曲线。该团队使用了一个专有的数据集,该数据集来自一个代表项目预期井下条件的环境,该数据集是从之前的项目中收集的。数据集清楚地表明,适用的ASME BPVC设计曲线(ASME BPVC Sec. VIII Div-2 2013)在这种酸性高压环境中不符合要求的保守性水平。数据集的初衷可能不是为了验证或开发疲劳设计曲线,测试方案确实产生了可以很容易地输入到典型设计曲线分析中的数据。因此,采用了一些先进和新颖的分析技术,开发了一种独特的S-N疲劳设计曲线,该曲线满足保守预测疲劳失效的行业标准要求,并满足ASME BPVC Sec. VIII Div-2 Part 5基于分析的使用要求。