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method of finite elements相关的网络例句

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与 method of finite elements 相关的网络例句 [注:此内容来源于网络,仅供参考]

In this paper, a new way of combined application of the energy method and the weighted residuals method to construct finite elements is proposed, Firstlly, the condition of displacement continuity is relaxed using the method of weighted residuals.

本文将能量法和加权残值法结合起来,构造非协调位移元,特点是(1)做法简便——用加权残值法来放松单元间位移连续条件。

Extended the semi-analytical finite element method into the Dugdale model of elastic-plastic fracture mechanics, the analytical elements based on the Dugdale model of mode Ⅰ and mode Ⅱ crack are constructed. The formulas for the stiffness matrices and load vectors of analytical elements are deduced.

将上面的半解析有限元法应用于弹塑性断裂力学中的Dugdale模型,分别构造了基于Ⅰ型和Ⅱ型Dugdale模型的裂纹解析元,并建立了解析单元的出口刚度阵和荷载向量的列式。

Using the generalized mixed variational principle of elastic mechanics, GMVP of Reissner plates is derived, and generalized mixed finite elements method of Reissner plates is established too.

用一般弹性体的广义混合变分原理,导出了适合 Reissner板弯曲问题的广义混合变分原理及其有限元广义混合法。

Firstly, the 3D solid model of the analyzed object is built directly in the FEM software ANSYS 8.0 without using other CAD software. The influence of the side sizes of solid elements on computing results and the influence of coupling ways between different parts on the modal parameters are researched by simply modeling. And a new connecting method about joints in ANSYS is proposed and applied to finite element modeling of the test-bed for spindle system. Furthermore, several different computing techniques for modal parameters extraction are compared in solving the finite element model of spindle system test-bed. Many modal solutions are also done to achieve the relationships between the whole or part stiffness value and computed modal parameters. The laws about joint rigid parameters" influences on modal parameters are discussed by means of altering their values for conjoint parts. And by changing local rigid parameter values, the different location selections" influence on computed modal parameters is also studied.

本文通过使用ANSYS 8.0软件直接建立研究对象的实体结构模型,而没有借助其他的CAD软件;通过构建简单的模型研究实体单元边长大小对计算结果的影响,部件之间不同的联结方式对模态参数的影响,探讨在ANSYS中实现结合部的方法,提出一种新的联结方法,并建立主轴系统试验台的有限元模型;对建立的主轴系统试验台有限元模型求解,比较几种不同模态提取方法;通过改变结合部联结单元的刚度参数进行的计算,寻找联结刚度对模态参数变化的影响规律;改变局部联结单元的刚度参数,研究刚度值位置差异对计算模态参数的影响。

This research proposed a practical and useful method that combining dynamic analysis with finite element analysis method to investigate more precise stress distribution of link elements of quadruped robot due to statical and dynamical loading.

本研究针对本实验室发展的四足机器人结合机构运动力学与结构有限元素分析的方法,探讨机构零件减重的可行性及尺寸外形的创新改善,希望达到结构够强壮,机器人也能更轻巧,以节省材料成本达到节能与灵巧的设计目标。

This paper deduces the functional of generalized mixed variational principle for the plane problem of the orthogonal anisotropy, on the basis of which, the generalized mixed finite elements method for the problem is established.

推导了正交各向异性平面问题广义混合变分原理的泛函,以此为基础建立了该问题的有限元广义混合法。

Based on variational principle and split-based interpolation finite element method for fast and accurate analysis of normal mode helical antenna,Combination of genetic algorithm and then load the normal mode helical antenna loaded on the value of lumped elements,Load location,and matching network integrated optimal design parameters,And using Sherman-morrisorr Woodbury formula to quickly solce the load component values and load the changed position of the impedance matrix equation to improve the efficiency of optimized design.

采用基于变分原理和剖分插值为基础的有限元法来快速精确分析法向模螺旋天线,然后结合遗传算法对加载法向模螺旋天线上的加载集总元件的值、加载位置以及匹配网络参数进行一体化优化设计,并采用Sherman-Morrisorr Woodbury公式来快速求解加载元件值和加载位置改变后的阻抗矩阵方程,提高优化设计的效率。

The finite element model included two types of main element: beam element for concrete and truss element for internal unbonded or external tendon. The end nodes of main elements were connected with internal constraints named MPC in ABAQUS. Spring elements with very large stiffness were set up at the place of the deviators of externally prestressed beams, or along the span with relatively little space of unbonded internally prestressed beams. The modified Riks method is utilized to trace the entire structural response of beams prestressed with unbonded tendon from zero to ultimate loads. The reliability of the analysis model is verified by analytical results of typical test beams in comparison with experimental ones.

该有限元模型由两类主单元组成,即混凝土梁单元和体内无粘结或体外预应力筋桁架单元;主单元的端部节点用ABAQUS的内在约束MPC连接;在体外预应力梁的转向块处,或沿体内无粘结预应力梁全跨并以比较小的间隔设置刚度足够大的弹簧单元。

The following are main contents studied: A finite element method for Navier-Stokes equation with ALE formulation is considered and by combined with theNewmark method of numerical intergration a pressure correction scheme is obtained for the solution of the FE formulation of N-S equation. Because the incompressibility condition can be satisfied approximately in this scheme, the interpolation functions of elements can be equalorder for the velocity field and pressure field. In the ALE formulation the fluid-solid interaction analysis became a three-field coupling problem of the fluid field, the solid field and the fluid dynamic mesh. The properties and charactiristices of this three-field coupling problem are deeply discussed.

研究的主要内容有:主容器中流体大晃动是一种强非线性问题,文中研究了求解ALE描述的粘性流体N-S方程的有限元方法,以有利于大晃动自由液面的跟踪和流体大晃动中非线性现象的描述;并结合Newmark数值积分法推出了求解ALE型N-S方程的压力修正解法,由于这种解法可以近似满足不可压条件,因此可以采用速度场和压力场等阶插值的有限元离散格式,从而较好地解决了普遍采用的不等阶插值解法中,速度场和压力场数值精度不一致、程序编制不便等的不足。

In this paper, finite element method is used to analyze the sinusoidal buckling of drill-strings with connectors in straight well bore. Three kinds of beam elements, one of them is a newly established transition element, are adopted in the finite element model.

本文运用有限元法分析了直井中考虑接头与井壁接触时钻柱的正弦屈曲,有限元模型采用三种不同类型的梁单元,其中一种是新建立的过渡单元。

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