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压气储能平江试验库受力特性数值研究

蒋中明 刘澧源 李双龙 刘澜婷 赵海斌 梅松华 李鹏

长沙理工大学学报(自然科学版)2017,Vol.14Issue(4):62-68,7.
长沙理工大学学报(自然科学版)2017,Vol.14Issue(4):62-68,7.

压气储能平江试验库受力特性数值研究

Numerical study on mechanical characteristics of the Pingjiang pilot cavern for compressed air energy storage

蒋中明 1刘澧源 2李双龙 1刘澜婷 1赵海斌 1梅松华 3李鹏3

作者信息

  • 1. 长沙理工大学水利工程学院,湖南长沙410004
  • 2. 水沙科学与水灾害防治湖南省重点实验室,湖南长沙410004
  • 3. 中国电建中南勘测设计研究院有限公司,湖南长沙410014
  • 折叠

摘要

Abstract

In order to understand the stress characteristics of underground gas storage,the experimental study of the underground granite test reservoir of Pingjiang Pneumatic Energy Storage in Hunan Province is carried out.Based on the FLAC3D platform,the thermodynamic coupling numerical analysis method is used to study the stress characteristics of Pingjiang pressure gas storage test library under temperature and pressure cycle.The results show that:1) The temperature,displacement and stress of the sealing layer,concrete lining and surrounding rock show significant periodic characteristics under the action of internal air pressure and temperature cycle.2) The cyclic load is measured in the vicinity of the wall.The temperature,displacement and stress of the point are much greater than the temperature,displacement and stress at the point of the wall,and there is a lag between the temperature of the surrounding rock at the wall and the air temperature in the test reservoir.Considering the temperature stress condition,the displacement of the measuring point and the first principal stress ratio are larger than the temperature stress,and the more the number of cycles,the greater the numerical difference.

关键词

压气储能/压缩空气/地下储气库/热力耦合/循环荷载/变形特性

Key words

compressed air energy storage/compressed air/underground rock cavern/thermal-mechanical coupling/cyclic loading/deformation characteristic

分类

建筑与水利

引用本文复制引用

蒋中明,刘澧源,李双龙,刘澜婷,赵海斌,梅松华,李鹏..压气储能平江试验库受力特性数值研究[J].长沙理工大学学报(自然科学版),2017,14(4):62-68,7.

基金项目

国家自然科学基金资助项目(51778070) (51778070)

中国电建集团科技计划项目(GW-KJ-2012-26-02) (GW-KJ-2012-26-02)

长沙理工大学学报(自然科学版)

1672-9331

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