薄膜横向振动的有限元分析

构造了一种3节点三角形膜单元,以适用于平面薄膜横向振动的有限元分析.在给出单元形函数的基础上,根据最小势能原理建立了薄膜自由振动方程,并推导了单元刚度矩阵和单元质量矩阵.研究结果表明,单元刚度矩阵和单元质量矩阵形式简单,且自由度少;通过两个典型算例,证明3节点三角形膜单元的计算结果非常接近理论解,同时可以达到很高的精度...     

An eight noded composite plate element for the dynamic analysis of spatial mechanism systems

The development of a shear-deformable laminated plate element, based on the Mindlin plate theory, for use in large reference displacement analysis is presented. The element is sufficiently general to accept an arbitrary number of layers and an arbitrary number of orthotrophic material property sets. Coordinate mapping is utilized so that non-rectangular elements may be modeled. The Gauss quadrature method of numerical integration is utilized to evaluate volume integrals. A comparative study is done on the use of full Gauss quadrature, reduced Gauss quadrature, mixed Gauss quadrature, and closed form integration techniques for the element. Dynamic analysis is performed on the RSSR (Revolute-Spherical-Spherical-Revolute) mechanism, with the coupler modeled as a flexible plate. The results indicate the differences in the dynamic response of the transverse shear deformable eight-noded element as compared to a four-noded plate element. Dynamically induced stresses are examined, with the results indicating that the primary deformation mode of the eight-noded Mindlin plate model being bending.     

Validation of flexible beam elements in dynamics programs

A spatial beam element for static and dynamic problems which involve large displacements and rotations is described. This beam element is applied to static linear buckling problems, the simulation of the motion of a slider-crank mechanism with a flexible connecting rod and a planar and spatial spin-up motion of a flexible beam. Results are compared with those from the open literature.     

汽车覆盖件工具曲面有限元网格自适应转换方法

提出一种适用于汽车覆盖件曲面有限元网格转化和在单元水平上提高模拟精度的方法,将平面下通过合并三角形单元成四边形单元的有限元网格转换方法的应用范围扩展到曲面,并且降低了对初始网格形状的要求。算法的关键在于增加了对曲面相邻单元不同夹角情况下的处理和优化规则,以使其能够更好地拟合原始CAD曲面。     

Basic features of the time finite element approach for dynamics

Very general weak forms may be developed for dynamic systems, the most general being analogous to a Hu-Washizu three-field formulation, thus paralleling well-established weak methods of solid mechanics. In this work two different formulations are developed: a pure displacement formulation and a two-field mixed formulation. With the objective of developing a thorough understanding of the peculiar features of finite elements in time, the relevant methodologies associated with this approach for dynamics are extensively discussed. After having laid the theoretical bases, the finite element approximation and the linearization of the resulting forms are developed, together with a method for the treatment of holonomic and nonholonomic constraints, thus widening the horizons of applicability over the vast world of multibody system dynamics. With the purpose of enlightening on the peculiar numerical behavior of the different approaches, simple but meaningful examples are illustrated. To this aim, significant parallels with elastostatics are emphasized. Paper presented at the ‘International Technical Specialists' Meeting on Rotorcraft Basic Research’, March 25–27, 1991, Georgia Institute of Technology, Atlanta, Georgia, USA.     

Effect of the deformation in the inertia forces on the inverse dynamics of planar flexible mechanical systems

The inverse dynamics problem for articulated structural systems such as robotic manipulators is the problem of the determination of the joint actuator forces and motor torques such that the system components follow specified motion trajectories. In many of the previous investigations, the open loop control law was established using an inverse dynamics procedure in which the centrifugal and Coriolis inertia forces are linearized such that these forces in the flexible model are the same as those in the rigid body model. In some other investigations, the effect of the nonlinear centrifugal and Coriolis forces is neglected in the analysis and control system design of articulated structural systems. It is the objective of this investigation to study the effect of the linearization of the centrifugal and Coriolis forces on the nonlinear dynamics of constrained flexible mechanical systems. The virtual work of the inertia forces is used to define the complete nonlinear centrifugal and Coriolis force model. This nonlinear model that depends on the rate of the finite rotation and the elastic deformation of the deformable bodies is used to obtain the solution of the inverse dynamics problem, thus defining the joint torques that produce the desired motion trajectories. The effect of the linearization of the mass matrix as well as the centrifugal and Coriolis forces on the obtained feedforward control law is examined numerically. The results presented in this investigation are obtained using a slider crank mechanism with a flexible connecting rod.     

附着于运动基上的弹性体的有限元动力学方程及其Neumann级数解法

采用运动参考系方法，根据Ｊｏｕｒｄａｉｎ动力学普遍方程，导出了具有给定空间运动的弹性体的有限元动力学方程。提出了求解这类动力学方程数值解的Ｎｅｕｍａｎｎ级数－直接积分法。与经典算例的比较说明了所提出的方程和计算方法的正确性与优越性。     

基于有限单元柔度法的材料与几何双重非线性空间梁柱单元

从有限单元柔度法的基本思想出发,基于完全拉格朗日格式(TL格式),建立了能考虑材料与几何双重非线性的一般化空间梁柱单元,适用于满足Euler-Bernoulli梁柱二阶分析理论假定的空间杆系结构非线性分析。另外,在梁柱单元截面分析中引入纤维模型,使其适用于解决钢筋混凝土这类复合材料结构的非线性分析问题。对钢筋混凝土双向偏心受压柱试验结果的模拟分析表明,本文所提方法是正确、可靠的,能有效地分析钢筋混凝土框架柱的材料与几何双重非线性问题。     

空间网格结构几何非线性有限元分析方法的研究

在对 T.L/ U.L.法和 C.Oran梁柱单元有限元法进行系统研究比较的基础上 ,推导了结合以上两种理论的几何非线性有限元列式。C.Oran梁柱单元在分析轴力为主的结构时具有非常高的效率 ,但在分析纯弯曲问题时却存在很大困难。本文采用 VC 6 .0编制了面向对象的非线性有限元程序 ,对其进行了考题验算分析 ,得出了有用的结论。     

On vibration of hemispherical shell by using finite element method

This paper establishes the finite element equation for the spherical shell.The resonantfrequencies of the above shell under different boundary conditions are also discussed andcalculated.     

Finite element modeling of contact conditions in multibody system dynamics

In this paper a new method is developed for the dynamic analysis of contact conditions in flexible multibody systems undergoing a rolling type of motion. The relative motion between the two contacting bodies is treated as a constraint condition describing their kinematic and geometric relations. Equations of motion of the system are presented in a matrix form making use of Kane's equations and finite element method. The method developed has been implemented in a general purpose program called DARS and applied to the simulation and analysis of a rotating wheel on a track. Both the bodies are assumed flexible and discretized using a three dimensional 8-noded isoparametric elements. The time variant constraint conditions are imposed on the nodal points located at the peripheral surfaces of the bodies under consideration. The simulation is carried out under two different boundary conditions describing the support of the track. The subsequent constraint forces associated with the generalized coordinates of the system are computed and plotted. The effects of friction are also discussed.     

非线性动力有限元重叠区域分裂的隐式并行算法

针对大规模结构非线性瞬态动力分析非常耗时,提出了相应的并行算法。该算法采用无条件稳定的Ne-wmark-β方法(平均加速技术)进行时间积分,并结合区域分裂技术进行分析。它不同于已有的采用非重叠区域的并行算法,而是采用重叠区域的并行算法。对给定结构有限元分析的质量、阻尼、刚度矩阵进行分裂可推出重叠区域分裂算法的计算公式。为改善每一步的求解,采用预估和校正子方案。编写了该算法的程序,在工作站机群上实现了数值算例,验证了算法的性能。计算结果表明该算法优于非重叠区域分裂算法。     

间隙元在钻柱瞬态动力学分析中的应用

为了描述钻柱与井壁的随机碰撞接触状态，本文构造了动力间隙元，并推导了动力间隙元的相对压缩量和迭代求解格式。把动力间隙元与梁单元相结合，采用Newmark直接积分法和冲量定理，进行了钻柱碰撞接触非线性瞬态动力学分析。经工程应用表明，构造的动力间隙元能够描述钻柱的碰撞接触状态，所设计的偏心防斜钻具已在大庆油田得到应用，取得了明显的经济和社会效益。     

A second‐order time accurate finite element method for quasi‐incompressible viscous flows

A finite element method for quasi‐incompressible viscous flows is presented. An equation for pressure is derived from a second‐order time accurate Taylor–Galerkin procedure that combines the mass and the momentum conservation laws. At each time step, once the pressure has been determined, the velocity field is computed solving discretized equations obtained from another second‐order time accurate scheme and a least‐squares minimization of spatial momentum residuals. The terms that stabilize the finite element method (controlling wiggles and circumventing the Babuska–Brezzi condition) arise naturally from the process, rather than being introduced a priori in the variational formulation. A comparison between the present second‐order accurate method and our previous first‐order accurate formulation is shown. The method is also demonstrated in the computation of the leaky‐lid driven cavity flow and in the simulation of a crossflow past a circular cylinder. In both cases, good agreement with previously published experimental and computational results has been obtained. Copyright © 2010 John Wiley & Sons, Ltd.     

Nonlinear normal modes and their superposition in a two degrees of freedom asymmetric system with cubic nonlinearities

This paper investigates nonlinear normal modes and their superposition in a two degrees of freedom asymmetric system with cubic nonlinearities for all nonsingular conditions, based on the invariant subspace in nonlinear normal modes for the nonlinear equations of motion. The focus of attention is to consider relation between the validity of superposition and the static bifurcation of modal dynamics. The numerical results show that the validity has something to do not only with its local restriction, but also with the static bifurcation of modal dynamics. Project Supported by the National Natural Science Foundation and PSF of China     

Multiphase flow in heterogeneous porous media: A classical finite element method versus an implicit pressure–explicit saturation‐based mixed finite element–finite volume approach

Various discretization methods exist for the numerical simulation of multiphase flow in porous media. In this paper, two methods are introduced and analyzed—a full‐upwind Galerkin method which belongs to the classical finite element methods, and a mixed‐hybrid finite element method based on an implicit pressure–explicit saturation (IMPES) approach. Both methods are derived from the governing equations of two‐phase flow. Their discretization concepts are compared in detail. Their efficiency is discussed using several examples. Copyright © 1999 John Wiley & Sons, Ltd.     

青洲斜拉桥的基准动力有限元模型

讨论了斜拉桥有限元动力分析模型,给出了基于环境振动试验结果建立大跨度斜拉桥基准有限元模型的步骤;讨论了桥面初始平衡构型、几何非线性、桥面板、混凝土桥面板与钢梁的剪力连接和端部纵向约束对模型的影响。经通车前现场环境振动试验结果验证的青洲闽江斜拉桥三维有限元模型,反映了桥梁在运营前的真实动力行为,可作为该桥各种复杂响应分析和长期健康监测、使用状态评估的基准。     

The optimal control variational principle and finite elements analysis for viscoplastic dynamics

This paper presents the optimal control variational principle for Perzyna model which is one of the main constitutive relation of viscoplasticity in dynamics. And it could also be transformed to solve the parametric quadratic programming problem. The FEM form of this problem and its implementation have also been discussed in the paper.     

The random variational principle in finite deformation of elasticity and finite element method

ＴＨＥＲＡＮＤＯＭＶＡＲＩＡＴＩＯＮＡＬＰＲＩＮＣＩＰＬＥＩＮＦＩＮＩＴＥＤＥＦＯＲＭＡＴＩＯＮＯＦＥＬＡＳＴＩＣＩＴＹＡＮＤＦＩＮＩＴＥＥＬＥＭＥＮＴＭＥＴＨＯＤＧａｏＨａｎｇ－ｓｈａｎ（高行山）（ＮｏｒｔｈｗｅｓｔｅｎＰｏｌｙｔｅｃｈｎｉｃａｌＵ...     

FUZZY ARITHMETIC AND SOLVING OF THE STATIC GOVERNING EQUATIONS OF FUZZY FINITE ELEMENT METHOD

The key component of finite element analysis of structures with fuzzy parameters, which is associated with handling of some fuzzy information and arithmetic relation of fuzzy variables , was the solving of the governing equations of fuzzy finite element method. Based on a given interval representation of fuzzy numbers, some arithmetic rules of fuzzy numbers and fuzzy variables were developed in terms of the properties of interval arithmetic. According to the rules and by the theory of interval finite element method, procedures for solving the static governing equations of fuzzy finite element method of structures were presented. By the proposed procedure, the possibility distributions of responses of fuzzy structures can be generated in terms of the membership functions of the input fuzzy numbers. It is shown by a numerical example that the computational burden of the presented procedures is low and easy to implement. The effectiveness and usefulness of the presented procedures are also illustrated.