Concept for an integral approach to explore the behavior of rock salt caverns under thermo-mechanical cyclic loading in energy storage systems

被引:13
|
作者
Mahmoudi, Elham [1 ]
Khaledi, Kavan [1 ]
von Blumenthal, Achim [1 ]
Koenig, Diethard [1 ]
Schanz, Tom [1 ]
机构
[1] Ruhr Univ Bochum, Chair Fdn Engn Soil & Rock Mech, Univ Str 150, D-44780 Bochum, Germany
关键词
Rock salt; Cyclic thermo-mechanical loading; Experimental analysis; Constitutive modeling; Iterative approach; Probabilistic analysis; GLOBAL SENSITIVITY-ANALYSIS; OPTIMAL EXPERIMENTAL-DESIGN; MECHANICAL-PROPERTIES; PARAMETER-IDENTIFICATION; CONSTITUTIVE MODEL; DILATANCY; PERMEABILITY; CALIBRATION; ALGORITHM; EVOLUTION;
D O I
10.1007/s12665-016-5850-8
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The fluctuating nature of renewable energy sources can be managed by storing the surplus of electrical energy in an appropriate reservoir. The excess electricity available during off-peak periods of consumption may be used to compress air or electrolyze hydrogen. Afterward, the pressurized gas is stored in the rock salt cavities and discharged to compensate the shortage of energy when required. During this process, the rock salt surrounding the cavern undergoes thermo-mechanical cyclic loading. In order to achieve a reliable geotechnical design, the stress-strain response of rock salt under such loading condition has to be identified and predicted. In order to investigate the rock salt behavior under such loading, a comprehensive study using three concepts of geotechnical engineering, i.e., experimental investigation, constitutive modeling and numerical analysis, is conducted. A triaxial experimental setup is developed to supplement the knowledge of the cyclic thermo-mechanical behavior of rock salt. The imposed boundary conditions in the experimental setup are assumed to be similar to the stress state obtained from a full-scale numerical simulation. The computational model relies primarily on the governing constitutive model for predicting the behavior of rock salt cavity. Hence, a sophisticated elasto-viscoplastic creep constitutive model is developed to take into account the dilatancy and damage progress, as well as the temperature effects. The contributed input parameters in the constitutive model can be calibrated using the experimental measurements. In the following, the initial numerical simulation is modified based on the calibrated constitutive model. However, because of the significant levels of uncertainties involved in the design procedure of such structures, a reliable design can be achieved by employing probabilistic approaches. Therefore, the numerical calculation is extended by statistical tools such as sensitivity analysis, optimum experimental design, back analysis, probabilistic analysis and robust reliability-based design to get final design parameters of paramount need for practice.
引用
收藏
页数:19
相关论文
共 50 条
  • [1] Concept for an integral approach to explore the behavior of rock salt caverns under thermo-mechanical cyclic loading in energy storage systems
    Elham Mahmoudi
    Kavan Khaledi
    Achim von Blumenthal
    Diethard König
    Tom Schanz
    Environmental Earth Sciences, 2016, 75
  • [2] 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
  • [3] 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)
  • [4] Innovative Concept for Analysing a Rock Salt Cavern under Cyclic Thermo-Mechanical Loading
    Blumenthal, A. V.
    Mahmoudi, F.
    Khaledi, K.
    Koenig, D.
    Schanz, T.
    EUROPEAN GEOSCIENCES UNION GENERAL ASSEMBLY 2016, 2016, 97 : 478 - 485
  • [5] Stability and serviceability of underground energy storage caverns in rock salt subjected to mechanical cyclic loading
    Khaledi, Kavan
    Mahmoudi, Elham
    Datcheva, Maria
    Schanz, Tom
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2016, 86 : 115 - 131
  • [6] Experimental study on triaxial mechanical properties and energy conversion characteristics of salt rock under thermo-mechanical loading: Implication for underground energy storage
    Wu, Xiaomeng
    Meng, Tao
    Ma, Lifeng
    Wu, Fengbiao
    Wang, Zhixia
    Zhao, Guanghui
    Liu, Pengtao
    Cui, Sheng
    JOURNAL OF ENERGY STORAGE, 2024, 101
  • [7] Thermo-mechanical investigation of salt caverns for short-term hydrogen storage
    Boettcher, Norbert
    Goerke, Uwe-Jens
    Kolditz, Olaf
    Nagel, Thomas
    Environmental Earth Sciences, 2017, 76 (03)
  • [8] Thermo-mechanical investigation of salt caverns for short-term hydrogen storage
    Norbert Böttcher
    Uwe-Jens Görke
    Olaf Kolditz
    Thomas Nagel
    Environmental Earth Sciences, 2017, 76
  • [9] Study of mechanical behavior response of salt rock under cyclic loading
    Gao, Hongbo
    Liang, Weiguo
    Xu, Suguo
    Zhang, Chuanda
    Yang, Xiaoqin
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2011, 30 (SUPPL. 1): : 2617 - 2623
  • [10] Parametric Sensitivity Study of Energy Piles under Cyclic Thermo-mechanical Loading
    Saggu, Rajni
    Chakraborty, Tanusree
    FROM FUNDAMENTALS TO APPLICATIONS IN GEOTECHNICS, 2015, : 653 - 663