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Influence of Transverse Normal Pressure on Deformation Behavior of Sheet Metal 被引量:3
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作者 王哲 王忠金 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2009年第S1期174-178,共5页
To investigate the influence of magnitude and distribution of the transverse normal pressure on deformation behavior of sheet metal,viscous pressure bulge test (VPB) of overlapping sheet metals is proposed,where the o... To investigate the influence of magnitude and distribution of the transverse normal pressure on deformation behavior of sheet metal,viscous pressure bulge test (VPB) of overlapping sheet metals is proposed,where the overlapped sheet metal is deformed under the dual-sided normal pressure provided by viscous medium and the overlapping sheet.The transverse normal pressure loading features provided by overlapping sheet metals are first simulated by DEFORM-2D.It shows that the magnitude and space distribution of transverse normal pressure are dependent on strain hardening exponent n-,strength coefficient K-and thickness t-values of the overlapping sheet metal.Based on the stress,deviator stress and strain distribution resulted from the finite element simulation,it indicated that the uniform transverse normal pressure has no effect on deviator stress,the figure and strain distribution of bulge specimens have no change.The non-uniform transverse normal pressure can remarkably change the figure and metal flow of specimens,and the formability of sheet metal can be improved by controlling the transverse normal pressure distribution. 展开更多
关键词 sheet metal transverse normal pressure viscous pressure bulge plastic deformation behavior
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Nonlinear Absolute Nodal Coordinate Formulation of a Flexible Beam Considering Shear Effect 被引量:1
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作者 LIU Jin-yang(刘锦阳) +3 位作者 SHEN Ling-jie(沈凌杰) HONG Jia-zhen(洪嘉振) 《Journal of Shanghai Jiaotong university(Science)》 EI 2005年第4期424-428,共5页
Nonlinear modeling of a flexible beam with large deformation was investigated. Absolute nodal cooridnate formulation is employed to describe the motion, and Lagrange equations of motion of a flexible beam are derived ... Nonlinear modeling of a flexible beam with large deformation was investigated. Absolute nodal cooridnate formulation is employed to describe the motion, and Lagrange equations of motion of a flexible beam are derived based on the geometric nonlinear theory. Different from the previous nonlinear formulation with Euler-Bernoulli assumption, the shear strain and transverse normal strain are taken into account. Computational example of a flexible pendulum with a tip mass is given to show the effects of the shear strain and transverse normal strain. The constant total energy verifies the correctness of the present formulation. 展开更多
关键词 flexible beam absolute nodal coordinate formulation shear strain transverse normal strata
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Some Characterizations of a Normal Subgroup of a Group and Isotopic Classes of Transversals
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作者 Vipul Kakkar R.P. Shukla 《Algebra Colloquium》 SCIE CSCD 2016年第3期409-422,共14页
Let G be a group and H be a subgroup of G which is either finite or of finite index in G. In this paper, we give some characterizations for the normality of H in G. As a consequence we get a very short and elementary ... Let G be a group and H be a subgroup of G which is either finite or of finite index in G. In this paper, we give some characterizations for the normality of H in G. As a consequence we get a very short and elementary proof of the main theorem of a paper of Lal and Shukla, which avoids the use of the classification of finite simple groups. Further, we study the isotopy between the transversals in some groups and determine the number of isotopy classes of transversals of a subgroup of order 2 in D2p, the dihedral group of order 2p, where p is an odd prime and the isotopism classes are formed with respect to induced right loop structures. 展开更多
关键词 right loop normalized right transversal right inverse property ISOTOPY
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A Nonlinear Dynamical Theory of Non-Classical Plates
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作者 叶志明 《Advances in Manufacturing》 SCIE CAS 1997年第1期28-35,共8页
In ths paper. a new nonlinear formulation of plates. including shear and rotatory inertia and transverse normal stress effects, is developed by means of general assumptions, of which the von Karman-type formulation an... In ths paper. a new nonlinear formulation of plates. including shear and rotatory inertia and transverse normal stress effects, is developed by means of general assumptions, of which the von Karman-type formulation and some thick plate theories are special cases. To keep the formulation fairly general, the problem addressed in this paper simultaneously includes: the effects of shear deformation according to the geometric deformation similarity of the crosssection, the rotatory inertia, and the transverse normal stress. The three-dimensional compatible equations are applied to derive the basic equations. Numerical results are given for linear and non-linear analysis of plates. 展开更多
关键词 Non-classical plate Dynamical theory Shear & rotatory inertia Transverse normal stress
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