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Superhard BC_2N:an Orthogonal Crystal Obtained by Transversely Compressing(3,0)-CNTs and(3,0)-BNNTs
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作者 胡玉洁 徐胜亮 +3 位作者 王昊 刘恒 徐雪春 蔡影祥 《Chinese Physics Letters》 SCIE CAS CSCD 2016年第10期94-98,共5页
By means of density functional theory calculations, an orthogonal boron-carbon-nitrogen compound called (3,0)- BC2N is predicted, which can be obtained by transversely compressing (3,03 carbon nanotubes (CNTs) an... By means of density functional theory calculations, an orthogonal boron-carbon-nitrogen compound called (3,0)- BC2N is predicted, which can be obtained by transversely compressing (3,03 carbon nanotubes (CNTs) and boron nitride nanotubes (BNNTs). Its structural stability, elastic properties, mechanical properties and electronic structure are systematically investigated. The results show that (3,0)-BU2N is a superhard material with a direct bandgap. However, its similar structures, (3,0)-C and (3,0)-BN are indirect semiconductors. Strikingly, (3,0)-C is harder than diamond. We also simulate the x-ray diffraction of (3,0)-BC2N to support future experimental investigations. In addition, our study shows that the transition from (3,03 CNTS and BNNTs to (3,0)-BC2N is irreversible. 展开更多
关键词 CNTs and is of BC BNNTs Superhard BC2N:an Orthogonal Crystal Obtained by transversely Compressing by
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BUCKLING ANALYSIS UNDER COMBINED LOADING OF THIN-WALLED PLATE ASSEMBLIES USING BUBBLE FUNCTIONS 被引量:1
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作者 Gao Xuanneng Zou Yinsheng ZHOU Xuhong 《Acta Mechanica Solida Sinica》 SCIE EI 2000年第2期125-133,共9页
Bubble functions are finite element modes that are zero on the boundary of the element but nonzero at the other point. The present paper adds bubble functions to the ordinary Complex Finite Strip Method(CFSM) to calcu... Bubble functions are finite element modes that are zero on the boundary of the element but nonzero at the other point. The present paper adds bubble functions to the ordinary Complex Finite Strip Method(CFSM) to calculate the elastic local buckling stress of plates and plate assemblies. The results indicate that the use of bubble functions greatly improves the convergence of the Finite Strip Method(FSM) in terms of strip subdivision, and leads to much smaller storage required for the structure stiffness and stability matrices. Numerical examples are given, including plates and plate structures subjected to a combination of longitudinal and transverse compression, bending and shear. This study illustrates the power of bubble functions in solving stability problems of plates and plate structures. 展开更多
关键词 local buckling bubble functions finite strip method(FSM) complex finite strip method (CFSM) plates and plate assemblies longitudinal(transverse) compression bending and shear
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Study on strip buckling in continuous annealing lines/hot galvanizing
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作者 LI Jun~(1)) and ZHANG Lixiang~(1,2)) 1) Research Institute,Baoshan Iron & Steel Co.,Ltd.,Shanghai 201900,China 2) Shanghai Jiao Tong University,Shanghai 200240,China 《Baosteel Technical Research》 CAS 2010年第S1期38-,共1页
In continuous annealing lines/hot galvanizing,strips are guided by upper and lower rolls in an alternate up and down vertical motion.This kind of process consisting of heating,soaking,and cooling furnaces(or zones) ha... In continuous annealing lines/hot galvanizing,strips are guided by upper and lower rolls in an alternate up and down vertical motion.This kind of process consisting of heating,soaking,and cooling furnaces(or zones) has several advantages in terms of productivity and product quality.Main problems encountered in continuous annealing lines are misguiding and formation of buckling.The strip buckling causes the strip to be rejected and,in the worst case,the strip breaks and the continuous annealing lines are compelled to stop.In this paper the elastic-plastic model of the strip traveling and the corresponding boundary condition were constructed dependant on the theory of mechanic.Simulations are performed in two steps.First,a homogeneous longitudinal tensile stress is applied at one end of the strip,the other end of the strip and the roll are restricted.In the second step,the applied tension remains constant.A uniform displacement is applied to the other end of the strip and a rotation to the roll. The transverse compressive stress,the buckling formation during strip traveling process,the location for the buckling taking place and the buckling criterion were investigated systematically.The result shows that the transverse compressive stress increases with the increase of the tensile stress and the crown of the tapered roll. Because the contact area between the tapered roll and the strip increase with the decrease of the crown,the tensile stress distribution is more homogeneous in the transverse direction of the strip.An additional transverse compressive stress is created and a buckling is also observed due to the friction during the strip motion in the second step.Once the buckling is appearance,it is very hard to be removed only through decreasing the applied longitudinal tension,because the strip wrinkle still keeps high level due to the effect of the buckled strip,the wrinkle would evolve into buckling eventually.The buckling formation process predicted by the finite element model is very similar to those observed in industrial processing lines.It takes place on the cylindrical part of the tapped roll and the buckling is moving to the middle part of the tapped roll with the increase of the crown,its width is about 2-4 mm.The criterion for the buckle occurrence is also discussed,in the prescribed situation,the transverse shell curvature increases with the strip displacement,if the transverse shell curvature reaches 0.1 mm^(-1), the buckling would take place. 展开更多
关键词 STRIP continuous annealing lines BUCKLING transverse compressive stress
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