Mechanical and deformation analysis of surrounding rock of compressed air caverns based on cyclic hardening model

被引:0
|
作者
Deng, Shenyuan [1 ]
Jiang, Qinghui [1 ]
Wei, Wei [1 ]
机构
[1] School of Civil Engineering, Wuhan University, Hubei, Wuhan,430072, China
关键词
Age hardening - Compressed air energy storage - Cyclic loads - Fatigue damage - Rock pressure - Strain hardening;
D O I
10.13722/j.cnki.jrme.2024.0142
中图分类号
学科分类号
摘要
Compressed air energy storage in underground caverns is a feasible solution for large-scale energy storage. In studying the mechanical and deformation characteristics of surrounding rock under long-term cyclic loading in compressed air caverns,traditional models mostly adopt elastoplastic models or statistical damage models based on the Mohr-Coulomb yield criterion. However,these models do not consider scenarios where the pressure inside the cavern falls below the fatigue threshold. To address this issue,the rationality of using a cyclic hardening model to calculate the deformation modulus and displacement of the surrounding rock in the case of the cavern pressure being below the fatigue threshold is demonstrated firstly. Then the cyclic hardening model is derived using axial residual strain as the internal variable. On this basis,the influence of fatigue parameters of different rock types on the mechanical and deformation characteristics of the surrounding rock of the compressed air chamber is studied. The model′s predicted values are compared with the measured values from on-site experiments,demonstrating its ability to accurately predict the deformation of the surrounding rock. © 2024 Academia Sinica. All rights reserved.
引用
收藏
页码:2980 / 2991
相关论文
共 50 条
  • [1] Analysis of compressed air storage caverns in rock salt considering thermo-mechanical cyclic loading
    Kavan Khaledi
    Elham Mahmoudi
    Maria Datcheva
    Tom Schanz
    Environmental Earth Sciences, 2016, 75
  • [2] Analysis of compressed air storage caverns in rock salt considering thermo-mechanical cyclic loading
    Khaledi, Kavan
    Mahmoudi, Elham
    Datcheva, Maria
    Schanz, Tom
    ENVIRONMENTAL EARTH SCIENCES, 2016, 75 (15)
  • [3] A nonlinear damage constitutive model applicable to the surrounding rock of compressed air energy storage caverns
    Zhu, Kaiyuan
    Sun, Guanhua
    Shi, Lu
    Lin, Shan
    Yu, Xianyang
    Journal of Energy Storage, 2025, 107
  • [4] Influence of spatial variability in surrounding rock on fracture propagation in compressed air energy storage caverns
    He, X. H.
    Zhou, S. W.
    Xu, Y. J.
    Qing, S. K.
    GEOSHANGHAI 2024 INTERNATIONAL CONFERENCE, VOL 6, 2024, 1335
  • [5] Thermodynamic analysis of lined rock caverns for initial inflation and cyclic operational conditions in compressed air energy storage
    Geng, Xuan
    Sun, Guanhua
    Wu, Ke
    Yao, Yuanfeng
    Ji, Wendong
    Yu, Xianyang
    Wang, Jiao
    JOURNAL OF ENERGY STORAGE, 2024, 99
  • [6] Stability analysis of overlying rock mass of lined rock caverns for compressed air energy storage
    Yi, Qi
    Sun, Guan-Hua
    Yao, Yuan-Feng
    Gui, Ben
    Shang, Hao-Liang
    Ji, Wen-Dong
    Yantu Lixue/Rock and Soil Mechanics, 2024, 45 (12): : 3523 - 3532
  • [7] Sensitivity Analysis of the Influences of Rock Mechanical Parameters on the Deformation of Underground Caverns
    Chen, Fangfang
    Zhang, Zhiqiang
    Li, Ning
    APPLIED MECHANICS AND MATERIALS I, PTS 1-3, 2013, 275-277 : 262 - +
  • [8] Allowable Deformation Prediction for Surrounding Rock of Underground Caverns Based on Support Vector Machine
    Ma Cong
    Tan Yuehu
    Li Erbing
    Yang Meng
    Duan Jianli
    PERIODICA POLYTECHNICA-CIVIL ENGINEERING, 2016, 60 (03): : 361 - 369
  • [10] Surrounding rock deformation analysis of underground caverns with multi-body finite element method
    Liang, Wan-jin
    Su, Chao
    Wang, Fei
    Tang, Xiao-jun
    WATER SCIENCE AND ENGINEERING, 2009, 2 (03) : 71 - 77