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STRUCTURE AND PHYSICAL PROPERTIES OF SUBMICROCRYSTALLINE METALS PREPARED BY SEVERE PLASTIC DEFORMATION 被引量:5
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作者 R. R. Mulyukov and M. D. Starostenkov( 1) Institute for Metals Superplasticity Problems of Russian Academy of Sciences, Khalturina 39, Ufa 450001, Russia 2)Altai State Technical University) 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 2000年第1期301-309,共9页
The results of investigations of structure and physical properties of submicrocrystalline (SMC) metals are presented. The SMC structure was formed by severe plastic deformation.The structure was investi- gated by... The results of investigations of structure and physical properties of submicrocrystalline (SMC) metals are presented. The SMC structure was formed by severe plastic deformation.The structure was investi- gated by calorimetric and mossbauer measurements and TEW stuidies. The behavior of physical proper- ties of SMC metals were analysed taking into account spectific features of their structure. 展开更多
关键词 submicrocrystal severe plasitc deformation microstructure physical proerty
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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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