Tensile deformation behaviors and the Poisson＇s ratio of single-walled carbon nanotubes （SWCNTs） are numerically studied, using the molecular dynamics （MD） inethod. Effects of several structural features of cryst...Tensile deformation behaviors and the Poisson＇s ratio of single-walled carbon nanotubes （SWCNTs） are numerically studied, using the molecular dynamics （MD） inethod. Effects of several structural features of crystal cells of SWCNTs, i.e., the size, chirality and strain, on their mechanical properties are analyzed systematically. The simulations indicate that Armchair SWCNTs （8, 8）-（22, 22） and Zigzag SWCNTs （9,0）- （29,0） can be stretched by 35%-38% and 20%-27% without sign of plasticity, respectively. The Young＇s modulus of SWCNTs under tension ranges from 960 GPa to 750 GPa as their radii increase. The Young＇s modulus of zigzag SWCNTs is higher than that of armchair SWCNTs. Additionally, three SWCNTs （9,9）, （12,6） and （16,0） are investigated to obtain their Poisson＇s ratio under tensile and compressive loading. The results show that the Poisson＇s ratio of nanotubes decreases generally as the strain increases. Under the same tensile strain, the Poisson＇s ratio decreases as the chiral angles of SWCNTs decrease, while their Polsson＇s ratios increase under the same compressive strain.展开更多
By using large scale triaxial shearing apparatus,consolidated-drained shear tests were conducted on coarse-grained soil with different gradations.In order to describe their deformation rules,three main characteristics...By using large scale triaxial shearing apparatus,consolidated-drained shear tests were conducted on coarse-grained soil with different gradations.In order to describe their deformation rules,three main characteristics of tangent Poisson ratio curves were summarized and the reason was revealed by dividing the movement of soil particles into two kinds: the movement of fine particles and the movement of coarse particles.Then,a volumetric strain expression and a tangent Poisson ratio expression were put forward,and two defects of widely used Duncan-Chang model were fixed.Results calculated from them agree well with test results.There are three parameters,namely L,G and F,in this new model.Parameter L reflects the dilatancy of a specimen and L=4 can be used as a criterion to estimate whether a certain kind of soil has dilatancy quality or not.Parameters G and F relate to the initial slope of tangent Poisson ratio curves,and G=F=0 indicates a special situation which happens in dense granular material of the same diameter.Influences of various gradations on volume deformation are mainly reflected in parameter L which is smaller when there are more gravels in specimens.展开更多
基金VII. ACKN0WLEDGMENT This work was supported by the National Natural Science Foundation of China （10502047） and Postdoctoral Foundation of China （No.2005038166）.
文摘Tensile deformation behaviors and the Poisson＇s ratio of single-walled carbon nanotubes （SWCNTs） are numerically studied, using the molecular dynamics （MD） inethod. Effects of several structural features of crystal cells of SWCNTs, i.e., the size, chirality and strain, on their mechanical properties are analyzed systematically. The simulations indicate that Armchair SWCNTs （8, 8）-（22, 22） and Zigzag SWCNTs （9,0）- （29,0） can be stretched by 35%-38% and 20%-27% without sign of plasticity, respectively. The Young＇s modulus of SWCNTs under tension ranges from 960 GPa to 750 GPa as their radii increase. The Young＇s modulus of zigzag SWCNTs is higher than that of armchair SWCNTs. Additionally, three SWCNTs （9,9）, （12,6） and （16,0） are investigated to obtain their Poisson＇s ratio under tensile and compressive loading. The results show that the Poisson＇s ratio of nanotubes decreases generally as the strain increases. Under the same tensile strain, the Poisson＇s ratio decreases as the chiral angles of SWCNTs decrease, while their Polsson＇s ratios increase under the same compressive strain.
基金Project(50908233)supported by the National Natural Science Foundation of ChinaProject(2008G031-Q)supported by National Engineering Laboratory for High Speed Railway Construction,China
文摘By using large scale triaxial shearing apparatus,consolidated-drained shear tests were conducted on coarse-grained soil with different gradations.In order to describe their deformation rules,three main characteristics of tangent Poisson ratio curves were summarized and the reason was revealed by dividing the movement of soil particles into two kinds: the movement of fine particles and the movement of coarse particles.Then,a volumetric strain expression and a tangent Poisson ratio expression were put forward,and two defects of widely used Duncan-Chang model were fixed.Results calculated from them agree well with test results.There are three parameters,namely L,G and F,in this new model.Parameter L reflects the dilatancy of a specimen and L=4 can be used as a criterion to estimate whether a certain kind of soil has dilatancy quality or not.Parameters G and F relate to the initial slope of tangent Poisson ratio curves,and G=F=0 indicates a special situation which happens in dense granular material of the same diameter.Influences of various gradations on volume deformation are mainly reflected in parameter L which is smaller when there are more gravels in specimens.
