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Microstructure homogeneity regulation of 7050 aluminum forgings by surface cumulative plastic deformation 被引量:1
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作者 Jian-liang HU Zi-han ZHAO +4 位作者 Meng-xiao DONG Huan WANG Miao JIN Shi-quan HUANG Hong BO 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2022年第9期2814-2827,共14页
To regulate the microstructure homogeneity of large aluminum structural forgings for aircraft,the surface cumulative plastic deformation was proposed.The microstructure of 7050 aluminum forgings after the surface cumu... To regulate the microstructure homogeneity of large aluminum structural forgings for aircraft,the surface cumulative plastic deformation was proposed.The microstructure of 7050 aluminum forgings after the surface cumulative plastic deformation was investigated by electron backscatter diffraction(EBSD),transmission electron microscopy(TEM),and X-ray diffraction(XRD).The results showed that the microstructure evolution of 7050 aluminum forgings was more sensitive to the deformation temperature than the strain rate.The dislocation density continued to increase with the decrease of the deformation temperature and the increase of the strain rate.Dislocation density and stored energy were accumulated by the surface cumulative plastic deformation.Besides,a static recrystallization(SRX)model of 7050 aluminum forgings was established.The SRX volume fraction calculated by this model was in good agreement with the experimental results,which indicated that the model could accurately describe the SRX behavior of 7050 aluminum forgings during the surface cumulative plastic deformation. 展开更多
关键词 microstructure homogeneity regulation surface cumulative plastic deformation dislocation density static recrystallization model
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FRACTIONAL ORDER MODELLING OF THE CUMULATIVE DEFORMATION OF GRANULAR SOILS UNDER CYCLIC LOADING 被引量:4
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作者 Yifei Sun Yang Xiao Khairul Fikry Hanif 《Acta Mechanica Solida Sinica》 SCIE EI CSCD 2015年第6期647-658,共12页
To model the cumulative deformation of granular soils under cyclic loading, a mathematical model was proposed. The power law connection between the shear strain and loading cycle was represented by using fractional de... To model the cumulative deformation of granular soils under cyclic loading, a mathematical model was proposed. The power law connection between the shear strain and loading cycle was represented by using fractional derivative approach. The volumetric strain was characterized by a modified cyclic flow rule which considered the effect of particle breakage. All model parameters were obtained by the cyclic and static triaxial tests. Predictions of the test results were provided to validate the proposed model. Comparison with an existing cumulative model was also made to show the advantage of the proposed model. 展开更多
关键词 cumulative deformation cyclic stress cyclic flow rule fractional derivative granular soil
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