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压气储能地下储气库衬砌开裂影响因素研究

胡炜 谭珍芝 张安政 覃海锐 刘文爽

长沙理工大学学报(自然科学版)2025,Vol.22Issue(4):137-150,14.
长沙理工大学学报(自然科学版)2025,Vol.22Issue(4):137-150,14.DOI:10.19951/j.cnki.1672-9331.20250402003

压气储能地下储气库衬砌开裂影响因素研究

Study on influencing factors of lining cracking in compressed air energy storage underground gas storage reservoir

胡炜 1谭珍芝 2张安政 2覃海锐 2刘文爽2

作者信息

  • 1. 长沙理工大学 水利与海洋工程学院,湖南 长沙 410114||水沙科学与水灾害防治湖南省重点实验室,湖南 长沙 410114
  • 2. 长沙理工大学 水利与海洋工程学院,湖南 长沙 410114
  • 折叠

摘要

Abstract

[Purposes]The concrete lining of compressed air energy storage(CAES)power plants is susceptible to cracking under thermal cyclic loading,and the study of the cracking characteristics and influencing factors of the lining during operation is the key to ensuring the sealing and stability of the power plant.[Methods]In this paper,the extended finite element method(XFEM)was used to establish a thermo-mechanical coupling numerical model based on Abaqus platform,and the maximum principal stress criterion and fracture energy criterion were adopted as the criteria of concrete cracking and evolution to systematically study the effects of temperature,pressure,and concrete strength on the cracking characteristics of the lining.[Findings]The cracks initially emerge at the connection corners of the lining and the plug and then expand along the sidewalls to form penetration cracks;an increase in the upper limit of temperature and pressure significantly increases the width,area,and volume of the cracks and shortens the time required for cracking stabilization,while the cracking pattern is reversed when the concrete strength is increased.When the upper temperature limit is increased from 30℃to 50℃,the crack width increases by 34.9%;when the upper pressure limit is increased from 6 MPa to 10 MPa,the crack width increases by 70.7%;whereas,the increase in concrete strength from C25 to C40 can effectively inhibit crack development,and the width of the cracks of the C40 concrete lining decreases by 47.6%compared with that of the C25 concrete.In addition,the crack width and volume after cracking stabilization show the phenomenon of tension and closure cycle due to cyclic loading of temperature and pressure,while the crack area remains constant.[Conclusions]The results of the study provide a theoretical basis for optimizing the selection of lining materials for gas storage reservoirs and the control strategy of operating temperature and pressure,which is of great significance for improving the safety and durability of the CAES system.

关键词

压缩空气储能/混凝土衬砌/扩展有限元法/热力耦合/开裂影响因素

Key words

compressed air energy storage/concrete lining/extended finite element method/thermo-mechanical coupling/cracking influencing factors

分类

能源科技

引用本文复制引用

胡炜,谭珍芝,张安政,覃海锐,刘文爽..压气储能地下储气库衬砌开裂影响因素研究[J].长沙理工大学学报(自然科学版),2025,22(4):137-150,14.

基金项目

国家自然科学基金项目(52008040) (52008040)

湖南省水利科技项目(XSKJ2022068-25) Project(52008040)supported by the National Natural Science Foundation of China (XSKJ2022068-25)

Project(XSKJ2022068-25)supported by Hunan Provincial Water Resources Science and Technology Project (XSKJ2022068-25)

长沙理工大学学报(自然科学版)

1672-9331

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