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finit element method相关的网络例句

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

A series of orthogonal finite element function is presented by group method and finite element method.

正交函数由于其相互正交使得计算量大大地减少,历来为人们所关注,在连续函数中有著名的调和函数,离散分析中有正弦变换和。。。

In this paper, series of Finite Element Analysis and study on Bus Body Frame are preceded. Based on the research on tire done before, a method of using Finite Element Method to study bus dynamic performance is discussed fundamentally.

本文以客车车身骨架为主要对象,针对某客车全承载式车身进行有限元分析与研究,并结合本课题组前期对轮胎所作的一些研究工作,对采用有限元方法研究整车动态性能作了初步探讨。

Second order incident boundary condition on fixed incident boundary is derived for numerical simulations, based on the cnoidal or sinusoidal motions of wave maker paddle, which shows that the prediction with second order incident boundary condition is more accurate than the prediction with first order incident boundary condition. 2 The analytical solution for higher-order Boussinesq equations is derived and its applicable range is discussed. 3 A 2-D fully non-linear numerical model using boundary element method is developed to obtain wave forces acting on rectangular obstacle. 4 The three-dimensional fully non-linear waves are studied in a numerical wave tank using finite element method.The studies on the coupled numerical model combined Boussinesq equations with Laplace equation are following.

非耦合非线性波浪计算模型:1 根据造波板做椭圆余弦运动或正弦运动速度,推导出数值模拟波浪水槽时固定入射边界上的二阶波浪入射边界条件,数值计算结果和实验结果的对比表明采用二阶入射边界条件对波面升高的预报比采用一阶入射边界条件对波面升高的预报更为精确;2 推导了波浪水槽造波板做正弦运动所产生波浪的高阶Boussinesq方程摄动展开解析解,讨论了该解析解的适用范围;3 对整个波浪水槽应用边界元方法数值模拟了波浪对物体的非线性作用;4 用有限元法求解三维Laplace方程模拟了三维完全非线性波浪水槽。

The influences of forcecontolled finite element method and displacementcontrolled finite element method on soil free displacement field are compared.

计算结果表明,受力控制有限元法更符合施工过程;而位移控制有限元法则与实测值更接近。

The relevant theories of three-dimensions Element-free Galerkin method and Nonlinear Finite Element method are introduced in this paper.

摘 要:本文分别介绍了三维无单元伽辽金法和非线性有限单元法及其相关理论。

Similarly, the new method was applied to analyses three-dimensional entity structures. The hexahedron element with 8 nodes was selected to solve the structures. Some examples were listed, and the results show that cellular element method can solve space problems well.

同时,还应用该方法分析三维实体结构,以8节点六面体等参元为例进行了数值试验和讨论,证明该方法在弹性力学空间问题中的应用同样是有效的。

New boundary integral equations for the torsion problem of an isotropic bar with curvilinear cracks are derived by using integration by parts and other techniques to the traditional boundary integral formulations. And the boundary integral equations for the torsion problem of an anisotropic bar with curvilinear cracks are also derived by using the isotropicalized boundary element method. Then the anisotropic problem can be solved on the base of the boundary element method of isotropic problem.

然后用各向同性化方法,将各向异性材料裂纹柱体的扭转问题转化为各向同性材料的问题,在各向同性材料裂纹柱体扭转问题的新的边界积分方程的基础上,推导出了适用于各向异性材料裂纹柱体扭转问题的边界积分方程,然后按已推导出的各向同性问题的边界元法求解。

Based on the additional information such as displacements or stresses provided at several internal or boundary points in the structure,combined with stochastic boundary element method and optimization technique,the basic model of the prediction of the structural reliability by inverse analysis of boundary element method is presented in this p.

本文利用随机边界元法与非线性优化技术相结合,根据弹性体内或边界上的位移、应力等附加信息,建立了结构可靠性预测的边界元逆分析法的基本模型,算例证明了该理论的有效

After the fatigue curve with 50% reliability and a few fatigue test results of a crane element have been known, the method, namely JFKC method, in this paper can be used to get the fatigue limiting stress distribution of this crane element quickly, based on the Miner Hypothesis and.

本文在已知某种起重机零件可靠度为50%的疲劳曲线并有了该种零件的少量试件的疫劳试验结果的条件下,以作者提出的修正的曼耐尔假设和抛物线假设为基础,提出了起重机零件疲劳极限应力分布的快速测定法——JFKC*法。

There is no difficulty for us to solve N-K problem for submerged bodies by the coupled element method, but for wavemaking problems of the bodies piercing free surface, we get a difficult problem of line integral on the free surface when we solve the boundary value problem in the external region by boundary element method.

对于深潜物体的N—K问题,用耦合元方法求解不存在根本性的困难,但对于水面船波兴波问题,采用边界元方法来处理外域中的边值问题而出现了所谓的自由面线积分问题。

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