Fatigue Durability of Steel Lining in Compressed Air Energy Storage Caverns Under Cyclic Thermo-mechanical Effects
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1.College of Civil Engineering, Tongji University, Shanghai 200092;2.Institute of Rock Mechanics, Ningbo University, Ningbo 315211;3.Datong Qidi Future Energy Technology Group Co. Ltd, Datong 037000;4.State Key Laboratory of Control and Simulation of Power System and Generation Equipment, Tsinghua University, Beijing 100084

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TU453

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    Abstract:

    Based on a proposed compressed air energy storge power station project in Yungang Mine, Datong, China, the thermodynamic coupling calculation model of compressed air energy storge caverns was established, and the durability of steel lining under long-term operation conditions was studied by using three fatigue analysis methods: stress fatigue method, strain fatigue method and crack propagation fatigue method. Results show that the stress fatigue method and strain fatigue method overestimated the fatigue life of steel lining. Thus, the crack propagation must be taken into consideration in calculation. The fatigue life of lining is mainly affected by the elastic modulus of surrounding rock, the operating pressure of carven and the initial crack size. The fatigue life will be much longer if higher elastic modulus of surrounding rock, lower operating pressure and smaller initial crack size are adapted. The fatigue life of steel lining increases nonlinearly with the lining thickness. However, a critical value of lining thickness can be found, exceeding which the fatigue life will not change significantly.

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XIA Caichu, QIN Shikang, ZHAO Haiou, XUE Xiaodai, ZHOU Yu. Fatigue Durability of Steel Lining in Compressed Air Energy Storage Caverns Under Cyclic Thermo-mechanical Effects[J].同济大学学报(自然科学版),2023,51(10):1564~1573

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  • Received:December 22,2021
  • Online: November 01,2023
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