长沙理工大学学报(自然科学版)
压气储能地下储气库衬砌开裂影响因素研究
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作者单位:

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

作者简介:

通讯作者:

胡炜(1985—)(ORCID:0009-0005-2253-7399),女,讲师,主要从事地下储气库及混凝土材料开裂特性方面的研究。E-mail:huwei2707@126.com

中图分类号:

TK02;TU9

基金项目:

国家自然科学基金项目(52008040);湖南省水利科技项目(XSKJ2022068-25)


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

(1. School of Hydraulic and Ocean Engineering , Changsha University of Science & Technology , Changsha 410114, China; 2. Key Laboratory of Water⁃Sediment Sciences and Water Disaster Prevention of Hunan Province ,Changsha 410114, China)

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    摘要:

    【目的】压缩空气储能 (compressed air energy storage,CAES)电站储气库混凝土衬砌在热力循环荷载作用下易产生裂缝,研究运行过程中衬砌的开裂特性及影响因素是保证电站密封性和稳定性的关键。【方法】本文使用扩展有限元法 (extended finite element method,XFEM),基于 Abaqus平台建立热 -力耦合数值模型,采用最大主应力准则和断裂能准则作为混凝土的起裂和演化判据,系统研究温度、压力及混凝土强度对衬砌开裂特性的影响。【结果】裂缝初始萌生于衬砌与堵头连接端拐角处,沿侧壁扩展形成贯穿裂缝;温度与压力上限升高会显著增大裂缝宽度、面积及体积,缩短开裂稳定所需时间,而当混凝土强度提高时,裂缝开裂规律则相反。当温度上限由 30 ℃升至 50 ℃时,裂缝宽度增加 34.9%;当压力上限由 6 MPa增加至 10 MPa时,裂缝宽度增加 70.7%;而混凝土强度由 C25提升至 C40可有效抑制裂缝发展,C40混凝土衬砌裂缝宽度较 C25混凝土的减少 47.6%。此外,开裂稳定后裂缝宽度和体积因温度、压力周期性荷载呈现张开 -闭合循环现象,而裂缝面积则保持恒定。【结论】研究结果为优化储气库衬砌材料选择及运行温度、压力控制策略提供了理论依据,对提升压气储能系统安全性与耐久性具有重要意义。

    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 C 40 can effectively inhibit crack development,and the width of the cracks of the C 40 concrete lining decreases by 47.6% compared with that of the C 25 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.

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胡炜,谭珍芝,张安政,等.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.
HU Wei, TAN Zhenzhi, ZHANG Anzheng, et al. Study on influencing factors of lining cracking in compressed air energy storage underground gas storage reservoir[J]. Journal of Changsha University of Science & Technology (Natural Science),2025,22(4):137-150.

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  • 收稿日期:2025-04-02
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  • 在线发布日期: 2025-09-26
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