Experimental Analysis and Creep-Fatigue Damage Modeling of Sandstone Deformation related to Energy Storage Systems
- 1RWTH Aachen university, LIH, Engineering Geology and Hydrogeology, Aachen, Germany (tian@lih.rwth-aachen.de)
- 2Fraunhofer Research Institution for Energy Infrastructure and Geothermal Systems IEG, Competence Center Geomechanics and Georisks, D-52064 Aachen, Germany
- 3Department of Civil Engineering, School of Civil & Resource Engineering, University of Science & Technology Beijing, Beijing, 100083, China
The porous sandstone formations offer large capacities for the geological storage of clean energy sources like hydrogen and compressed air. This paper aims to investigate the deformation mechanisms in sandstone under the varying loading conditions. Employing a combined experimental and numerical approach, we investigate the mechanical behavior of sandstone under cyclic loading conditions. The results obtained in this study indicate three distinct deformation regimes in sandstone specimens developed under multi-level, multi-frequency cyclic loads, i.e.,1) instantaneous elastic deformation, 2) transient and steady-state strain due to creep, and 3) rapid deformation leading to fatigue failure, mainly driven by micro-crack development. In response to these deformation mechanisms, a viscoelastic-damage model is proposed. This model is based on the standard Burger's viscoelasticity combined with an energy-driven damage model to represent the creep-fatigue behavior in sandstone. The modeling results were verified by comparing the predictions with the experimental data. The experimental and numerical results presented an essential insight for designing and managing geological storage systems in sandstone formations.
How to cite: Tian, D., Song, Z., Khaledi, K., Yang, Z., and Amann, F.: Experimental Analysis and Creep-Fatigue Damage Modeling of Sandstone Deformation related to Energy Storage Systems, EGU General Assembly 2024, Vienna, Austria, 14–19 Apr 2024, EGU24-11028, https://doi.org/10.5194/egusphere-egu24-11028, 2024.