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Calibration of Discrete Element Heat Transfer Parameters by Central Composite Design 被引量:1
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作者 Zongquan DENG Jinsheng CUI +1 位作者 Xuyan HOU Shengyuan JIANG 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2017年第2期419-427,共9页
The efficiency and precision of parameter calibration in discrete element method (DEM) are not satisfactory, and parameter calibration for granular heat transfer is rarely involved. Accordingly, parameter calibratio... The efficiency and precision of parameter calibration in discrete element method (DEM) are not satisfactory, and parameter calibration for granular heat transfer is rarely involved. Accordingly, parameter calibration for granular heat transfer with the DEM is studied. The heat transfer in granular assemblies is simulated with DEM, and the effective thermal conductivity (ETC) of these granular assemblies is measured with the transient method in simulations. The measurement testbed is designed to test the ETC of the granular assemblies under normal pressure and a vacuum based on the steady method. Central composite design (CCD) is used to simulate the impact of the DEM parameters on the ETC of granular assemblies, and the heat transfer parameters are calibrated and compared with experimental data. The results show that, within the scope of the considered parameters, the ETC of the granular assemblies increases with an increasing particle thermal conductivity and decreases with an increasing particle shear modulus and particle diameter. The particle thermal conductivity has the greatest impact on the ETC of granular assemblies followed by the particle shear modulus and then the particle diameter. The calibration results show good agreement with the experimental results. The error is less than 4%, which is within a reasonable range for the scope of the CCD parameters. The proposed research provides high efficiency and high accuracy parameter calibration for granular heat transfer in DEM. 展开更多
关键词 granular assembly · Parameter calibration · Effective thermal conductivity (ETC) · Discrete element method (DEM) · Central composite design (CCD) · Vacuum
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Identification of Glass Powders and Sands from the Crushing of Glass Waste from the City of Loméin Togo
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作者 Apedjinou Dodji Kplolanyo Samah Essoavama Ouro-Djobo +1 位作者 Amey Kossi Bollanigni Gbafa Kodjovi Senanou 《Open Journal of Civil Engineering》 CAS 2022年第3期451-462,共12页
The sustainability of a city depends on the effective and efficient management of its solid waste. Waste recycling channels mainly process glass bottles for direct reuse. Some of these sectors carry out the crushing a... The sustainability of a city depends on the effective and efficient management of its solid waste. Waste recycling channels mainly process glass bottles for direct reuse. Some of these sectors carry out the crushing and grinding of end-of-life glass waste for use in civil engineering without the identification in terms of building materials being clearly established. The present study therefore aims to determine the physical and chemical characteristics of glass powders and sands resulting from the crushing and grinding of glass waste from Grand Lomé in Togo in order to consider their granular potential. Samples of sand and glass powder from the crushing and grinding of white, brown and green glass were subjected to characterization tests in the laboratory followed by analysis of the granular parameters and their modeling by Weibull’s law. The results show that the powder and the glass sand contain a high proportion of silica (SiO<sub>2</sub>) ranging from 69.11% to 70.18% and a low proportion of alumina (Al<sub>2</sub>O<sub>3</sub>) (less than 0.07) and iron (Fe<sub>2</sub>O<sub>3</sub>) (lower to 1.09). These three materials have tight and male graded grain sizes (Cu Cc omogeneous (k < 2.89). The absolute density (2 dab < 3) and the fineness modulus (Mf 2.1) make these materials probable aggregates for plaster and coating mortars. Nevertheless, an in-depth study will be made to determine a suitable formula. 展开更多
关键词 Glass Waste granular parameters Weibull’s Law Construction Materials
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