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Mathematical Model for the Drying Process of Granular Materials in a Fluidized Bed 被引量:1
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作者 Xiulan Huai, Li Wang, Zhiyun Qu ( Mechanical Engineering School, University of Science and Technology Beijing, Beijing 100083, China Chemical Industry Research Institute of Shanxi, Taiyuan 030031, China) 《International Journal of Minerals,Metallurgy and Materials》 SCIE EI CAS CSCD 2000年第4期296-300,共5页
The experiment of granular materials, barley, drying in a fluidized bed was carried out to investigate the influence of the factors, inlet air temperature, air moisture, bed height and original moisture content of th... The experiment of granular materials, barley, drying in a fluidized bed was carried out to investigate the influence of the factors, inlet air temperature, air moisture, bed height and original moisture content of the dried materials on drying process. Based on the experimental data, a corresponding mathematical model is presented. As a conclusion, a higher inlet air temperature and a reasonable bed height should be used so as to increase the dring rate and to improve the product quality. 展开更多
关键词 FLUIDIZATION granular materials drying experimental investigation mathematical model Information
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Physical Model of Drying Shrinkage of Recycled Aggregate Concrete 被引量:2
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作者 郭远臣 WANG Xue QIAN Jueshi 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2015年第6期1260-1267,共8页
We prepared concretes(RC0, RC30, and RC100) with three different mixes. The poresize distribution parameters of RAC were examined by high-precision mercury intrusion method(MIM) and nuclear magnetic resonance(NMR... We prepared concretes(RC0, RC30, and RC100) with three different mixes. The poresize distribution parameters of RAC were examined by high-precision mercury intrusion method(MIM) and nuclear magnetic resonance(NMR) imaging. A capillary-bundle physical model with random-distribution pores(improved model, IM) was established according to the parameters, and dry-shrinkage strain values were calculated and verified. Results show that in all pore types, capillary pores, and gel pores have the greatest impacts on concrete shrinkage, especially for pores 2.5-50 and 50-100 nm in size. The median radii are 34.2, 31, and 34 nm for RC0, RC30, and RC100, respectively. Moreover, the internal micropore size distribution of RC0 differs from that of RC30 and RC100, and the pore descriptions of MIM and NMR are consistent both in theory and in practice. Compared with the traditional capillary-bundle model, the calculated results of IM have higher accuracy as demonstrated by experimental verifi cation. 展开更多
关键词 pore recycled aggregate concrete capillary-bundle physical model drying shrinkage deformation experimental research numerical simulation
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