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The loss mechanisms include internal dissipation and radiated power.
Internal dissipation always occurs in irreversible inelastic deformation processes of materials.
The irreversibility includes heat transfer irreversibility, internal dissipation irreversibility and heat leakage irreversibility.
The effect of micro-particle addition on internal dissipation of concrete was experimentally investigated.
The internal dissipation inequalities (specific mathematical forms of the second law of thermodynamics) determine the evolution direction of inelastic processes.
Besides, the influences of heat capacities of heat reservoirs, internal dissipation irreversibility, and heat leakage irreversibility on cycle performance are analyzed.
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Theoretical analysis proves the crucial role of two time scales in the model, which explains the universal mechanism to produce the internal dissipation-free feature.
The considered model includes irreversibilities due to finite rate heat transfer, heat leakage and internal dissipations.
For generality, both the non-isothermal heat transfer processes and the internal dissipations are considered.
In the considered model pressure drops, heat leakages, irreversibilities due to finite-rate heat transfer and internal dissipations have been included.
Some residual displacements were observed after the bubble rising, which were almost completely reproduced as the internal dissipations in a Maxwell model modified with a non-linear spring.
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