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Energy Dissipation in Soil Structure Interaction System

机译:土壤结构相互作用系统中的能量耗散

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Seismic energy (mechanical energy) is dissipated around and within the SSI system, mostly in the form of heat, during irreversible dissipative processes. Energy dissipation in soil structure interaction (SSI) system is related to inelastic behavior of materials (soil, rock, structural components, energy dissipation devices), viscous coupling between solid and fluid phases, frictional dissipation in contact zones, and seismic energy radiation. Based on principles of thermodynamics, an energy dissipation analysis framework for elastic-plastic materials is proposed. A common misconception of plastic dissipation and plastic work is addressed and corrected using proper formulation of thermomechanics. The nature and computation approach of plastic free energy in solid and structural element is discussed. The proposed methodology is illustrated through several finite element (FE) simulations. It is shown that the consideration of plastic free energy is necessary to correctly evaluate energy dissipation in elastic-plastic solid and structural elements. Results of energy analysis indicates that the different between plastic work and plastic dissipation could be significant, and the ratio between them evolves with time thus should not be assumed constant.
机译:在不可逆的耗散过程中,地震能(机械能)主要以热的形式散发在SSI系统周围和内部。土壤结构相互作用(SSI)系统中的能量耗散与材料(土壤,岩石,结构部件,能量耗散装置)的非弹性行为,固相和流体相之间的粘性耦合,接触区的摩擦耗散以及地震能量辐射有关。基于热力学原理,提出了弹塑性材料的能量耗散分析框架。使用适当的热力学公式,可以解决和纠正塑料耗散和塑性功的常见误解。讨论了固体和结构元素中塑料自由能的性质和计算方法。通过几种有限元(FE)仿真来说明所提出的方法。结果表明,必须要考虑塑料自由能,才能正确评估弹塑性实体和结构元件中的能量耗散。能量分析结果表明,塑性功和塑性耗散之间的差异可能很大,并且它们之间的比率随时间发展,因此不应假定为常数。

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