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The estimation model is a numerical model constructed in accordance with the testing model.
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This paper describes numerical models constructed to simulate the response of composite steel/concrete building floors under fire conditions.
Figure 2 depicts the numerical models constructed for the UCS and BTS tests following the standards of International Society of Rockechanics (ISRM 1978 , 1979.
A numerical analytical model constructed in this study is utilized to analyze and compare the distribution of polishing times, also the polishing pads with different patterns during CMP or CCMP analytic results can function as a qualitative reference for the planarization of processing and a reference for selecting an appropriate pattern design for polishing pads.
First, a numerical model was constructed with a commercial explicit finite element code.
The numerical model is constructed based on the geological conditions of Nankai Trough of Japan.
Based on the laboratory test results, a numerical model was constructed to simulate a typically sized landfill liner consisting of shale-clay mixtures.
Furthermore, a numerical model was constructed to simulate the performance of the preheating and early production period with or without solvent injection in the start-up process.
In this work, a comprehensive numerical model was constructed to include flow and heat transport processes, together with the dynamics of heat pump efficiency.
A three-dimensional numerical model is constructed to investigate the thermal performance of the proposed design for steady state, incompressible and laminar flow.
Finally, the core flooding numerical model was constructed using a generalized equation-of-state model reservoir simulator (GEM) to reveal miscible flooding mechanism and the seepage flow characteristics in the condensate gas reservoir with CO2 injection.
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