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1.
In this study, an algorithm is designed specifically for automatic finite element (FE) mesh generation on the transverse structure of hulls reinforced by stiffeners. Stiffeners attached to the transverse structure are considered as line constraints in the geometry boundary. For the FE mesh generation used in this study, the line constraints are treated as boundaries and by that means the geometry domain attached to the line constraints is decomposed into sub-domains, constrained only by the closed boundaries. Then, the mesh can be generated directly on those sub-domains by the traditional approach. The performance of the proposed algorithm is evaluated and the quality of the generated mesh meets expectations.  相似文献   

2.
In order to inspect deformable parts, recent works use virtual deformation on a digitized version of a real-part to bring the part model back to its nominal shape. This simulation mimics the real process called fixturing, which is normally used by the manufacturer to bring back the part into its nominal shape once installed. To perform such virtual deformation Finite Element Methods (FEMs) are used in order to meet the precision requirements of the inspection process. This paper presents a method based on a spring–mass system, whose formulation is much simpler than the FEM, which allows the calculation of deformations of shell type parts with accuracy comparable to FEM. Furthermore, due to the simplicity in its formulation the algorithm can be implemented more easily than the FEM. The system is composed of two types of springs: one type models membrane behavior of the part’s mesh model and the second type models the flexion behavior between each mesh elements. We show that by applying the proposed mass-spring model, it is possible to reduce the calculation time by 80% over standard FEM calculation opening the door to real-time inspection.  相似文献   

3.
In this paper, an affine-scaling derivative-free trust-region method with interior backtracking line search technique is considered for solving nonlinear systems subject to linear inequality constraints. The proposed algorithm is designed to take advantage of the problem structured by building polynomial interpolation models for each function in the nonlinear system function F. The proposed approach is developed by forming a quadratic model with an appropriate quadratic function and scaling matrix: there is no need to handle the constraints explicitly. By using both trust-region strategy and interior backing line search technique, each iteration switches to backtracking step generated by the trust-region subproblem and satisfies strict interior point feasibility by line search backtracking technique. Under reasonable conditions, the global convergence and fast local convergence rate of the proposed algorithm are established. The results of numerical experiments are reported to show the effectiveness of the proposed algorithms.  相似文献   

4.
结合边折叠和局部优化的网格简化算法   总被引:1,自引:0,他引:1  
刘峻  范豪  孙宇  陆向艳  刘艳 《计算机应用》2016,36(2):535-540
针对目前网格简化算法在将三维模型简化到较低分辨率时,网格模型的细节特征丢失、网格质量不佳的问题,提出一种保持特征的高质量网格简化算法。引入顶点近似曲率的概念,并将其与边折叠的误差矩阵结合,使得简化模型的细节特征在最大限度上得到保持。同时分析简化后三角网格的质量,对三角网格作局部优化处理,减少狭长三角形的数量,提高简化模型的网格质量。使用Apple模型和Horse模型进行实验,并与一种经典的基于边折叠的网格简化算法以及其改进算法之一进行对比。实验结果显示,两种对比算法三角网格分布过于均匀,局部细节模糊不清,而所提算法的三角网格在曲率大的区域稠密,在平坦处稀疏,细节特征清晰可辨;简化模型的几何误差的数量值与两种对比算法处于同一数量级;所提算法的简化网格的平均质量远高于两种对比算法。实验结果表明,在不扩大几何误差的情况下,所提算法不仅具有较强的细节特征保持能力,而且简化模型的网格质量较高,视觉效果较好。  相似文献   

5.
目的 体映射建立了两个3维体网格之间的对应关系,是计算机图形学中的重要研究方向。很多应用要求体映射是无翻转的,即其雅可比矩阵的行列式处处大于0。然而,现有的无翻转体映射生成算法经常无法完全消除翻转。挑战主要在于很难在保证满足位置约束的前提下消除映射的翻转。为此,提出一种新的无翻转体映射计算方法,核心是一种新的变形方法。方法 首先放松位置约束,然后在变形过程中通过线搜索的方式保证不产生翻转,最后将网格无翻转地变形到满足位置约束。为实现这个变形过程,提出一种雅可比矩阵引导的变形算法。虽然现有的无翻转体映射方法不能完全消除翻转,但其雅可比矩阵可以作为本文变形算法的指导。此外,优化了位置能量,使得变形网格最终能够满足位置约束要求。为了满足体映射低扭曲的要求,算法最后在固定位置约束的前提下进一步优化了体映射的扭曲能量。结果 对大量复杂网格进行实验,本文算法能够保证生成无翻转的体映射,并且通过多步优化最终结果均能满足给定的位置约束要求。结论 通过与现有其他算法的优点和局限性对比,结果表明本文算法具有较好的鲁棒性。本文算法从一个全新的角度促进了无翻转体映射生成技术的进步与发展。  相似文献   

6.
In the whole ship structure and vibration analysis, the FEA (finite element analysis) model of whole ship structure is required in the early design stage before the 3D CAD model is defined. Because ship structure has a complex curved surface, and many associated structural members, the whole ship analysis modeling job has become a time consuming job. For the effective support of the whole ship analysis modeling, a method to generate the analysis model using initial design information within the ship design process, hull form offset data and compartment data, is developed. To easily handle initial design information and FE model information, a flexible data structure is proposed. An automatic quadrilateral mesh generation algorithm using initial design information to satisfy the constraints imposed by the ship structure is also proposed. With the proposed data structure and mesh generation algorithm, whole ship analysis modeling job for various ship types can be effectively supported and these results are presented.  相似文献   

7.
This paper presents a multi-stage algorithm for the dynamic condition monitoring of a gear. The algorithm provides information referred to the gear status (fault or normal condition) and estimates the mesh stiffness per shaft revolution in case that any abnormality is detected. In the first stage, the analysis of coefficients generated through discrete wavelet transformation (DWT) is proposed as a fault detection and localization tool. The second stage consists in establishing the mesh stiffness reduction associated with local failures by applying a supervised learning mode and coupled with analytical models. To do this, a multi-layer perceptron neural network has been configured using as input features statistical parameters sensitive to torsional stiffness decrease and derived from wavelet transforms of the response signal. The proposed method is applied to the gear condition monitoring and results show that it can update the mesh dynamic properties of the gear on line.  相似文献   

8.
A node-based smoothed finite element method (NS-FEM) was recently proposed for the solid mechanics problems. In the NS-FEM, the system stiffness matrix is computed using the smoothed strains over the smoothing domains associated with nodes of element mesh. In this paper, the NS-FEM is further extended to more complicated visco-elastoplastic analyses of 2D and 3D solids using triangular and tetrahedral meshes, respectively. The material behavior includes perfect visco-elastoplasticity and visco-elastoplasticity with isotropic hardening and linear kinematic hardening. A dual formulation for the NS-FEM with displacements and stresses as the main variables is performed. The von-Mises yield function and the Prandtl–Reuss flow rule are used. In the numerical procedure, however, the stress variables are eliminated and the problem becomes only displacement-dependent. The numerical results show that the NS-FEM has higher computational cost than the FEM. However the NS-FEM is much more accurate than the FEM, and hence the NS-FEM is more efficient than the FEM. It is also observed from the numerical results that the NS-FEM possesses the upper bound property which is very meaningful for the visco-elastoplastic analyses which almost have not got the analytical solutions. This suggests that we can use two models, NS-FEM and FEM, to bound the solution, and can even estimate the global relative error of numerical solutions.  相似文献   

9.
针对纯电动汽车电磁场数值分析时传统有限元法(finite element method, FEM)因数值“过硬”而计算精度低的问题,在传统FEM的基础上引入梯度光滑技术和稳定项修正,采用基于稳定节点的光滑有限元法(stable node based smoothed FEM, SNS FEM)对长直接地金属槽和纯电动汽车整车电磁场算例进行仿真分析。结果表明,SNS FEM可显著降低前处理网格划分难度,在一定程度上软化数值模型,具有计算效率高、精度高、收敛速度快和抗网格畸变能力强等优点,在工业应用中具有较大潜力。  相似文献   

10.
多体模型在3DGIS中使用三角网表达,地质体之间因空间相邻关系存在公共面。目前网格简化方法主要针对单体模型,无法满足多体模型网格简化需要。提出了基于可控序列的边折叠条件分离相邻边界内外的公共面和非公共面部分,并使多体简化过程统一处理。实验分析表明该方法能够满足多体模型简化要求,并能处理地学中带有约束条件的顶点。  相似文献   

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