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On the Buckling of Euler Graphene Beams Subject to Axial Compressive Load
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作者 Mohamed B. M. Elgindi dongming wei +1 位作者 Yeran Soukiassian Yu Liu 《World Journal of Engineering and Technology》 2014年第2期149-158,共10页
In this paper, we consider the buckling of an Euler-Bernoulli graphene beam due to an axial compressive load. We formulate the problem as a non-linear (eigenvalue) two-point boundary value problem, prove some properti... In this paper, we consider the buckling of an Euler-Bernoulli graphene beam due to an axial compressive load. We formulate the problem as a non-linear (eigenvalue) two-point boundary value problem, prove some properties of the eigenpairs and introduce a suitable numerical shooting method scheme for approximating them. We present the perturbation and the numerical approximations of the first and second buckling loads and the corresponding shapes. 展开更多
关键词 Critical BUCKLING Load Graphene Euler-Bernoulli Beam NON-LINEAR EIGENVALUE Problem SHOOTING Method
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A Lumped-Parameter Model for Nonlinear Waves in Graphene
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作者 Hamad Hazim dongming wei +1 位作者 Mohamed Elgindi Yeran Soukiassian 《World Journal of Engineering and Technology》 2015年第2期57-69,共13页
A lumped-parameter nonlinear spring-mass model which takes into account the third-order elastic stiffness constant is considered for modeling the free and forced axial vibrations of a graphene sheet with one fixed end... A lumped-parameter nonlinear spring-mass model which takes into account the third-order elastic stiffness constant is considered for modeling the free and forced axial vibrations of a graphene sheet with one fixed end and one free end with a mass attached. It is demonstrated through this simple model that, in free vibration, within certain initial energy level and depending upon its length and the nonlinear elastic constants, that there exist bounded periodic solutions which are non-sinusoidal, and that for each fixed energy level, there is a bifurcation point depending upon material constants, beyond which the periodic solutions disappear. The amplitude, frequency, and the corresponding wave solutions for both free and forced harmonic vibrations are calculated analytically and numerically. Energy sweep is also performed for resonance applications. 展开更多
关键词 GRAPHENE RESONANCE Nonlinear VIBRATION Phase DIAGRAM FREQUENCY SWEEP
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Finite Element Analysis of the Ramberg-Osgood Bar
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作者 dongming wei Mohamed B. M. Elgindi 《American Journal of Computational Mathematics》 2013年第3期211-216,共6页
In this work, we present a priori error estimates of finite element approximations of the solution for the equilibrium equation of an axially loaded Ramberg-Osgood bar. The existence and uniqueness of the solution to ... In this work, we present a priori error estimates of finite element approximations of the solution for the equilibrium equation of an axially loaded Ramberg-Osgood bar. The existence and uniqueness of the solution to the associated nonlinear two point boundary value problem is established and used as a foundation for the finite element analysis. 展开更多
关键词 Nonlinear Two Point Boundary Value Problem Ramberg-Osgood AXIAL BAR EXISTENCE and UNIQUENESS of Solutions Finite Element Analysis CONVERGENCE and a Priori Error ESTIMATES
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ON THE DISCRETE MAXIMUM PRINCIPLE FOR THE LOCAL PROJECTION SCHEME WITH SHOCK CAPTURING
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作者 Piotr Skrzypacz dongming wei 《Journal of Computational Mathematics》 SCIE CSCD 2017年第5期547-568,共22页
传送对流的有限元素答案统治了问题,这是一个众所周知的事实能在边界层的附近展出假摆动。克服这数字不稳定性的一个方法是使用满足分离最大的原则的计划。为 piecewise 有单调方法 simplices 上的线性元素基于迎风的技术或人工的散开... 传送对流的有限元素答案统治了问题,这是一个众所周知的事实能在边界层的附近展出假摆动。克服这数字不稳定性的一个方法是使用满足分离最大的原则的计划。为 piecewise 有单调方法 simplices 上的线性元素基于迎风的技术或人工的散开。为了为本地设计满足分离最大的原则,策划,我们增加一个边面向的吃惊捕获术语到双线性的形式。建议 stabilisation 方法的分析在 2D 与数字例子被补充。 展开更多
关键词 激波捕捉 最大值原理 离散 投影算法 极大值原理 对流占优问题 不稳定性 双线性形式
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Nonlinear dynamical analysis of some microelectromechanical resonators with internal damping
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作者 dongming wei Daulet Nurakhmetov +2 位作者 Christos Spitas Almir Aniyarov Dichuan Zhang 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2021年第9期1457-1466,I0004,共11页
In this paper, a new Kelvin-Voigt type beam model of a microelectromechanical resonator made of power-law materials taking into account internal strain-rate damping is proposed and the corresponding lumped-parameter m... In this paper, a new Kelvin-Voigt type beam model of a microelectromechanical resonator made of power-law materials taking into account internal strain-rate damping is proposed and the corresponding lumped-parameter model is derived. Analytical formulas of the lumped parameters in the model are presented. And the pull-in solution is analyzed based on the lumped-parameter model. It is demonstrated analytically and numerically that the internal damping plays an important role in the pull-in solution as well as in determination of the amplitudes and frequencies of the resonator. The hysteresis loops are provided for this model with initial conditions using numerical simulations. The approximation of the electrostatic force in the lumped-parameter model can describe the relations between amplitudes and frequencies with different values of the stiffness and damping coefficients quite well. 展开更多
关键词 Power-law materials Euler-Bernoulli cantilever beam Lumped-parameter model Microelectromechanical system Strain-rate damping
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Generalized stiffness and effective mass coefficients for power-law Euler-Bernoulli beams
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作者 Piotr Skrzypacz Daulet Nurakhmetov dongming wei 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2020年第1期160-175,共16页
We extend the well-known concept and results for lumped parameters used in the spring-like models for linear materials to Hollomon’s power-law materials.We provide the generalized stiffness and effective mass coeffic... We extend the well-known concept and results for lumped parameters used in the spring-like models for linear materials to Hollomon’s power-law materials.We provide the generalized stiffness and effective mass coefficients for the power-law Euler-Bernoulli beams under standard geometric and load conditions.In particular,our mass-spring lumped parameter models reduce to the classical models when Hollomon’s law reduces to Hooke’s law.Since there are no known solutions to the dynamic power-law beam equations,solutions to our mass lumped models are compared to the low-order Galerkin approximations in the case of cantilever beams with circular and rectangular cross-sections. 展开更多
关键词 Power-law Euler-Bernoulli beams Lumped parameter models Generalized stiffness coefficient Effective mass coefficient
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