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

机译:能量存储系统中热力学循环荷载作用下岩盐洞穴行为整体研究方法的概念

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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.
机译:可以通过将多余的电能存储在适当的水库中来管理可再生能源的波动性。在非高峰时段的消费中可用的多余电量可用于压缩空气或电解氢。然后,将加压气体存储在岩盐腔中,并在需要时排出以补偿能量不足。在此过程中,洞穴周围的盐岩会经历热机械循环载荷。为了实现可靠的岩土设计,必须确定并预测在这种载荷条件下岩盐的应力-应变响应。为了研究在这种载荷下的岩盐行为,利用岩土工程的三个概念进行了综合研究,即实验研究,本构模型和数值分析。开发了三轴实验装置以补充对盐岩循环热机械行为的了解。假定在实验设置中施加的边界条件类似于从全面数值模拟获得的应力状态。该计算模型主要依赖于控制本构模型来预测岩盐腔的行为。因此,开发了一种复杂的弹黏塑性蠕变本构模型,以考虑到膨胀率和损伤进展以及温度影响。本构模型中贡献的输入参数可以使用实验测量值进行校准。在下文中,基于校准的本构模型修改了初始数值模拟。但是,由于此类结构的设计过程中存在很大程度的不确定性,因此可以通过采用概率方法来实现可靠的设计。因此,通过统计工具(例如灵敏度分析,最佳实验设计,反分析,概率分析和基于可靠度的可靠设计)扩展了数值计算,从而获得了最终需要实践的最终设计参数。

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