Gotowe bibliografie tematyczne / Finite Element Element Method / Artykuły w czasopismach
Kliknij ten link, aby zobaczyć inne rodzaje publikacji na ten temat: Finite Element Element Method.

Artykuły w czasopismach na temat „Finite Element Element Method”

Autor: Grafiati
Data publikacji: 6 września 2023

Utwórz poprawne odniesienie w stylach APA, MLA, Chicago, Harvard i wielu innych

Wybierz rodzaj źródła:

Sprawdź 50 najlepszych artykułów w czasopismach naukowych na temat „Finite Element Element Method”.

Przycisk „Dodaj do bibliografii” jest dostępny obok każdej pracy w bibliografii. Użyj go – a my automatycznie utworzymy odniesienie bibliograficzne do wybranej pracy w stylu cytowania, którego potrzebujesz: APA, MLA, Harvard, Chicago, Vancouver itp.

Możesz również pobrać pełny tekst publikacji naukowej w formacie „.pdf” i przeczytać adnotację do pracy online, jeśli odpowiednie parametry są dostępne w metadanych.

Przeglądaj artykuły w czasopismach z różnych dziedzin i twórz odpowiednie bibliografie.

1

ICHIHASHI, Hidetomo, i Hitoshi FURUTA. "Finite Element Method". Journal of Japan Society for Fuzzy Theory and Systems 6, nr 2 (1994): 246–49. http://dx.doi.org/10.3156/jfuzzy.6.2_246.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
2

Oden, J. "Finite element method". Scholarpedia 5, nr 5 (2010): 9836. http://dx.doi.org/10.4249/scholarpedia.9836.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
3

Ito, Yasuhisa, Hajime Igarashi, Kota Watanabe, Yosuke Iijima i Kenji Kawano. "Non-conforming finite element method with tetrahedral elements". International Journal of Applied Electromagnetics and Mechanics 39, nr 1-4 (5.09.2012): 739–45. http://dx.doi.org/10.3233/jae-2012-1537.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
4

Yamada, T., i K. Tani. "Finite element time domain method using hexahedral elements". IEEE Transactions on Magnetics 33, nr 2 (marzec 1997): 1476–79. http://dx.doi.org/10.1109/20.582539.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
5

Panzeca, T., F. Cucco i S. Terravecchia. "Symmetric boundary element method versus finite element method". Computer Methods in Applied Mechanics and Engineering 191, nr 31 (maj 2002): 3347–67. http://dx.doi.org/10.1016/s0045-7825(02)00239-6.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
6

Mirotznik, Mark S., Dennis W. Pratherf i Joseph N. Mait. "A hybrid finite element-boundary element method for the analysis of diffractive elements". Journal of Modern Optics 43, nr 7 (lipiec 1996): 1309–21. http://dx.doi.org/10.1080/09500349608232806.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
7

В. В. Борисов i В. В. Сухов. "The method of synthesis of finite-element model of strengthened fuselage frames". MECHANICS OF GYROSCOPIC SYSTEMS, nr 26 (23.12.2013): 80–90. http://dx.doi.org/10.20535/0203-377126201330677.

Pełny tekst źródła
Streszczenie:
One of the main problems, which solved during the design of transport category aircraft, is problem of analysis of the stress distribution in the strengthened fuselage frames structure. Existing integral methods of stress analysis does not allow for the mutual influence of the deformation of a large number of elements. The most effective method of solving the problem of analysis of deformations influence on the stress distribution of structure is finite element method, which is a universal method for analyzing stress distribution arbitrary constructions.This article describes the features of the finite element model synthesis of the strengthened fuselage frames structure of the aircraft fuselage transport category. It is shown that the finite element model of strengthened frames can be synthesized by attaching additional finite element models of the reinforcing elements to the base finite element model which is built by algorithm which is developed for normal frame. For each reinforcing element developed a separate class of finite element model synthesis algorithm. The method of synthesis of finite element model of strengthened frame, which are described in this article, developed for object-oriented information technology implemented in an object-oriented data management system "SPACE".Finite-element models of the reinforcing elements are included in the finite element model of the fuselage box after the formation of a regular finite element model of the fuselage box. As the source data for the synthesis of finite element models of the reinforcing elements used the coordinates of the boundary sections nodes of existing finite element models of conventional frames.Reinforcing elements belong to the group of irregular structural elements that connect regular elements of the cross set with different elements that are not intended for the perception and transmission of loads. The only exceptions are the vertical amplification increasing the stiffness of frames in a direction parallel to the axis OY.Source data input for the synthesis of finite element models of the reinforcing elements can occur only through the individual user interfaces that supported by objects of the corresponding classes. Structure of user interfaces depends on the number and type of additional data that required for the synthesis of finite element models of the reinforcing elements. For example, for the synthesis of structures of finite element models of horizontal beams that support the floor of cargo cabin, you must specify the distance between the upper surface of the beam and the horizontal axis of the fuselage, as well as the height of the beam section. For the synthesis of the structure of the finite element model of vertical reinforcing element is enough to specify the distance between the its inner belt and the a vertical axis of symmetry of the fuselage.And in both cases you must to specify a reference to the basic finite element model, by selecting from a list of frame designations. List of frames, as well as links to objects containing the appropriate finite-element models, must be transmitted from an object which references to the level of decomposition, in which the general model of the fuselage box is created.Finite-element models of the reinforcing elements include two groups of nodes. The first group is taken from an array of nodes, which is transmitted from the base finite element model. The second group is formed by the synthesis algorithm of finite element model of the selected class reinforcing element. Therefore, the synthesis of finite element models of the reinforcing elements starts with the formation of their local model versions. On the basis of these models are formed temporary copies, which are transmitted to the general finite element model of the box. This should be considered when developing of data conversion algorithm of data copying from a local finite element model to the temporary copy.Based on this analysis, we can conclude that this method improves the quality of the design of the aircraft fuselage, increasing the amount of structure variant number and reduce the likelihood of errors.
Style APA, Harvard, Vancouver, ISO itp.
8

Kulkarni, Sachin M., i Dr K. G. Vishwananth. "Analysis for FRP Composite Beams Using Finite Element Method". Bonfring International Journal of Man Machine Interface 4, Special Issue (30.07.2016): 192–95. http://dx.doi.org/10.9756/bijmmi.8181.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
9

Matveev, Aleksandr. "Generating finite element method in constructing complex-shaped multigrid finite elements". EPJ Web of Conferences 221 (2019): 01029. http://dx.doi.org/10.1051/epjconf/201922101029.

Pełny tekst źródła
Streszczenie:
The calculations of three-dimensional composite bodies based on the finite element method with allowance for their structure and complex shape come down to constructing high-dimension discrete models. The dimension of discrete models can be effectively reduced by means of multigrid finite elements (MgFE). This paper proposes a generating finite element method for constructing two types of three-dimensional complex-shaped composite MgFE, which can be briefly described as follows. An MgFE domain of the first type is obtained by rotating a specified complex-shaped plane generating single-grid finite element (FE) around a specified axis at a given angle, and an MgFE domain of the second type is obtained by the parallel displacement of a generating FE in a specified direction at a given distance. This method allows designing MgFE with one characteristic dimension significantly larger (smaller) than the other two. The MgFE of the first type are applied to calculate composite shells of revolution and complex-shaped rings, and the MgFE of the second type are used to calculate composite cylindrical shells, complex-shaped plates and beams. The proposed MgFE are advantageous because they account for the inhomogeneous structure and complex shape of bodies and generate low-dimension discrete models and solutions with a small error.
Style APA, Harvard, Vancouver, ISO itp.
10

BARBOSA, R., i J. GHABOUSSI. "DISCRETE FINITE ELEMENT METHOD". Engineering Computations 9, nr 2 (luty 1992): 253–66. http://dx.doi.org/10.1108/eb023864.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
11

Desai,, CS, T. Kundu, i Xiaoyan Lei,. "Introductory Finite Element Method". Applied Mechanics Reviews 55, nr 1 (1.01.2002): B2. http://dx.doi.org/10.1115/1.1445303.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
12

Kai-yuan, Yeh, i Ji Zhen-yi. "Exact finite element method". Applied Mathematics and Mechanics 11, nr 11 (listopad 1990): 1001–11. http://dx.doi.org/10.1007/bf02015684.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
13

Zhang, Lucy, Axel Gerstenberger, Xiaodong Wang i Wing Kam Liu. "Immersed finite element method". Computer Methods in Applied Mechanics and Engineering 193, nr 21-22 (maj 2004): 2051–67. http://dx.doi.org/10.1016/j.cma.2003.12.044.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
14

Fries, Thomas-Peter, Andreas Zilian i Nicolas Moës. "Extended Finite Element Method". International Journal for Numerical Methods in Engineering 86, nr 4-5 (10.03.2011): 403. http://dx.doi.org/10.1002/nme.3191.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
15

Li, Zhiping, i M. B. Reed. "Convergence analysis for an element-by-element finite element method". Computer Methods in Applied Mechanics and Engineering 123, nr 1-4 (czerwiec 1995): 33–42. http://dx.doi.org/10.1016/0045-7825(94)00759-g.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
16

Ben Belgacem, F., i Y. Maday. "The mortar element method for three dimensional finite elements". ESAIM: Mathematical Modelling and Numerical Analysis 31, nr 2 (1997): 289–302. http://dx.doi.org/10.1051/m2an/1997310202891.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
17

Anand, Akash, Jeffrey S. Ovall i Steffen Weißer. "A Nyström-based finite element method on polygonal elements". Computers & Mathematics with Applications 75, nr 11 (czerwiec 2018): 3971–86. http://dx.doi.org/10.1016/j.camwa.2018.03.007.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
18

Warsa, James S. "A Continuous Finite Element-Based, Discontinuous Finite Element Method forSNTransport". Nuclear Science and Engineering 160, nr 3 (listopad 2008): 385–400. http://dx.doi.org/10.13182/nse160-385tn.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
19

Xu, Shu Feng, Huai Fa Ma i Yong Fa Zhou. "Moving Grid Method for Simulating Crack Propagation". Applied Mechanics and Materials 405-408 (wrzesień 2013): 3173–77. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.3173.

Pełny tekst źródła
Streszczenie:
A moving grid nonlinear finite element method was used in this study to simulate crack propagation. The relevant elements were split along the direction of principal stress within the element and thus automatic optimization processing of local mesh was realized. We discussed the moving grid nonlinear finite element algorithm was proposed, compiled the corresponding script files based on the dedicated finite element language of Finite Element Program Generator (FEPG), and generate finite element source code programs according to the script files. Analyses show that the proposed moving grid finite element method is effective and feasible in crack propagation simulation.
Style APA, Harvard, Vancouver, ISO itp.
20

Cen, Song, Ming-Jue Zhou i Yan Shang. "Shape-Free Finite Element Method: Another Way between Mesh and Mesh-Free Methods". Mathematical Problems in Engineering 2013 (2013): 1–14. http://dx.doi.org/10.1155/2013/491626.

Pełny tekst źródła
Streszczenie:
Performances of the conventional finite elements are closely related to the mesh quality. Once distorted elements are used, the accuracy of the numerical results may be very poor, or even the calculations have to stop due to various numerical problems. Recently, the author and his colleagues developed two kinds of finite element methods, named hybrid stress-function (HSF) and improved unsymmetric methods, respectively. The resulting plane element models possess excellent precision in both regular and severely distorted meshes and even perform very well under the situations in which other elements cannot work. So, they are calledshape-freefinite elements since their performances are independent to element shapes. These methods may open new ways for developing novel high-performance finite elements. Here, the thoughts, theories, and formulae of aboveshape-freefinite element methods were introduced, and the possibilities and difficulties for further developments were also discussed.
Style APA, Harvard, Vancouver, ISO itp.
21

XING, YUFENG, BO LIU i GUANG LIU. "A DIFFERENTIAL QUADRATURE FINITE ELEMENT METHOD". International Journal of Applied Mechanics 02, nr 01 (marzec 2010): 207–27. http://dx.doi.org/10.1142/s1758825110000470.

Pełny tekst źródła
Streszczenie:
This paper studies the differential quadrature finite element method (DQFEM) systematically, as a combination of differential quadrature method (DQM) and standard finite element method (FEM), and formulates one- to three-dimensional (1-D to 3-D) element matrices of DQFEM. It is shown that the mass matrices of C 0 finite element in DQFEM are diagonal, which can reduce the computational cost for dynamic problems. The Lagrange polynomials are used as the trial functions for both C 0 and C 1 differential quadrature finite elements (DQFE) with regular and/or irregular shapes, this unifies the selection of trial functions of FEM. The DQFE matrices are simply computed by algebraic operations of the given weighting coefficient matrices of the differential quadrature (DQ) rules and Gauss-Lobatto quadrature rules, which greatly simplifies the constructions of higher order finite elements. The inter-element compatibility requirements for problems with C 1 continuity are implemented through modifying the nodal parameters using DQ rules. The reformulated DQ rules for curvilinear quadrilateral domain and its implementation are also presented due to the requirements of application. Numerical comparison studies of 2-D and 3-D static and dynamic problems demonstrate the high accuracy and rapid convergence of the DQFEM.
Style APA, Harvard, Vancouver, ISO itp.
22

Belytschko, T., D. Organ i Y. Krongauz. "A coupled finite element-element-free Galerkin method". Computational Mechanics 17, nr 3 (1995): 186–95. http://dx.doi.org/10.1007/bf00364080.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
23

Belytschko, T., H. S. Chang i Y. Y. Lu. "A variationally coupled finite element-boundary element method". Computers & Structures 33, nr 1 (styczeń 1989): 17–20. http://dx.doi.org/10.1016/0045-7949(89)90124-7.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
24

Belytschko, T., D. Organ i Y. Krongauz. "A coupled finite element?element-free Galerkin method". Computational Mechanics 17, nr 3 (1.12.1995): 186–95. http://dx.doi.org/10.1007/s004660050102.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
25

Bai, Run Bo, Fu Sheng Liu i Zong Mei Xu. "Element Selection and Meshing in Finite Element Contact Analysis". Advanced Materials Research 152-153 (październik 2010): 279–83. http://dx.doi.org/10.4028/www.scientific.net/amr.152-153.279.

Pełny tekst źródła
Streszczenie:
Contact problem, which exists widely in mechanical engineering, civil engineering, manufacturing engineering, etc., is an extremely complicated nonlinear problem. It is usually solved by the finite element method. Unlike with the traditional finite element method, it is necessary to set up contact elements for the contact analysis. In the different types of contact elements, the Goodman joint elements, which cover the surface of contacted bodies with zero thickness, are widely used. However, there are some debates on the characteristics of the attached elements of the Goodman joint elements. For that this paper studies the type, matching, and meshing of the attached elements. The results from this paper would be helpful for the finite element contact analysis.
Style APA, Harvard, Vancouver, ISO itp.
26

LEHMANN, L., S. LANGER i D. CLASEN. "SCALED BOUNDARY FINITE ELEMENT METHOD FOR ACOUSTICS". Journal of Computational Acoustics 14, nr 04 (grudzień 2006): 489–506. http://dx.doi.org/10.1142/s0218396x06003141.

Pełny tekst źródła
Streszczenie:
When studying unbounded wave propagation phenomena, the Sommerfeld radiation condition has to be fulfilled. The artificial boundary of a domain discretized using standard finite elements produces errors. It reflects spurious energy back into the domain. The scaled boundary finite element method (SBFEM) overcomes this problem. It unites the concept of geometric similarity with the standard approach of finite elements assembly. Here, the SBFEM for acoustical problems and its coupling with the finite element method for an elastic structure is presented. The achieved numerical algorithm is best suited to study the sound propagation in an unbounded domain or interaction phenomena of a vibrating structure and an unbounded acoustical domain. The SBFEM is applied to study the sound transmission through a separating component, and for the determination of the sound field around a sound insulating wall. The results are compared with a hybrid algorithm of Finite and Boundary Elements or with the Boundary Element Method, respectively.
Style APA, Harvard, Vancouver, ISO itp.
27

Kisała, Piotr, Waldemar Wójcik, Nurzhigit Smailov, Aliya Kalizhanova i Damian Harasim. "Elongation determination using finite element and boundary element method". International Journal of Electronics and Telecommunications 61, nr 4 (1.12.2015): 389–94. http://dx.doi.org/10.2478/eletel-2015-0051.

Pełny tekst źródła
Streszczenie:
AbstractThis paper presents an application of the finite element method and boundary element method to determine the distribution of the elongation. Computer simulations were performed using the computation of numerical algorithms according to a mathematical structure of the model and taking into account the values of all other elements of the fiber Bragg grating (FBG) sensor. Experimental studies were confirmed by elongation measurement system using one uniform FBG.
Style APA, Harvard, Vancouver, ISO itp.
28

Fan, S. C., S. M. Li i G. Y. Yu. "Dynamic Fluid-Structure Interaction Analysis Using Boundary Finite Element Method–Finite Element Method". Journal of Applied Mechanics 72, nr 4 (20.08.2004): 591–98. http://dx.doi.org/10.1115/1.1940664.

Pełny tekst źródła
Streszczenie:
In this paper, the boundary finite element method (BFEM) is applied to dynamic fluid-structure interaction problems. The BFEM is employed to model the infinite fluid medium, while the structure is modeled by the finite element method (FEM). The relationship between the fluid pressure and the fluid velocity corresponding to the scattered wave is derived from the acoustic modeling. The BFEM is suitable for both finite and infinite domains, and it has advantages over other numerical methods. The resulting system of equations is symmetric and has no singularity problems. Two numerical examples are presented to validate the accuracy and efficiency of BFEM-FEM coupling for fluid-structure interaction problems.
Style APA, Harvard, Vancouver, ISO itp.
29

Цуканова, Екатерина, i Ekaterina Tsukanova. "Analysis of forced vibrations of frameworks by finite element method using dynamic finite element." Bulletin of Bryansk state technical university 2015, nr 2 (30.06.2015): 93–103. http://dx.doi.org/10.12737/22911.

Pełny tekst źródła
Streszczenie:
The analysis of forced vibrations of frameworks using finite element method is considered. The dynamic finite element, the base functions of which represent exact dynamic shapes of structural elements, is used for system discretization. The assessment of errors as a result of classic FEM application is given. The efficiency of application of dynamic finite element for analysis of forced vibrations and dynamic stress-deformed state of structures is shown.
Style APA, Harvard, Vancouver, ISO itp.
30

Tenek, L. T. "A Beam Finite Element Based on the Explicit Finite Element Method". International Review of Civil Engineering (IRECE) 6, nr 5 (30.09.2015): 124. http://dx.doi.org/10.15866/irece.v6i5.7977.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
31

Zimmermann, Thomas. "The finite element method. Linear static and dynamic finite element analysis". Computer Methods in Applied Mechanics and Engineering 65, nr 2 (listopad 1987): 191. http://dx.doi.org/10.1016/0045-7825(87)90013-2.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
32

Su, Li Jun, Hong Jian Liao, Shan Yong Wang i Wen Bing Wei. "Study of Interface Problems Using Finite Element Method". Key Engineering Materials 353-358 (wrzesień 2007): 953–56. http://dx.doi.org/10.4028/www.scientific.net/kem.353-358.953.

Pełny tekst źródła
Streszczenie:
In numerical simulation of engineering problems, it is important to properly simulate the interface between two adjacent parts of the model. In finite element method, there are generally three methods for simulating interface problems: interface element method, surface based contact method and the method by using a thin layer of continuum elements. In this paper, simulation of interface problems is conducted using continuum elements and surface based contact methods. The results from each method are presented and compared with each other.
Style APA, Harvard, Vancouver, ISO itp.
33

Hano, Mitsuo, Keisuke Iwasaki, Ryuki Furuta i Masashi Hotta. "Spurious-free Intelligent Elements for Two-dimensional Finite Element Method". IEEJ Transactions on Power and Energy 137, nr 3 (2017): 186–94. http://dx.doi.org/10.1541/ieejpes.137.186.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
34

Hansbo, Peter. "A free-Lagrange finite element method using space-time elements". Computer Methods in Applied Mechanics and Engineering 188, nr 1-3 (lipiec 2000): 347–61. http://dx.doi.org/10.1016/s0045-7825(99)00157-7.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
35

Nayroles, B., G. Touzot i P. Villon. "Generalizing the finite element method: Diffuse approximation and diffuse elements". Computational Mechanics 10, nr 5 (1992): 307–18. http://dx.doi.org/10.1007/bf00364252.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
36

Tani, K., T. Nishio, T. Yamada i Y. Kawase. "Transient finite element method using edge elements for moving conductor". IEEE Transactions on Magnetics 35, nr 3 (maj 1999): 1384–86. http://dx.doi.org/10.1109/20.767221.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
37

Kawase, Y., T. Yamada i K. Tani. "Error estimation for transient finite element method using edge elements". IEEE Transactions on Magnetics 36, nr 4 (lipiec 2000): 1488–91. http://dx.doi.org/10.1109/20.877719.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
38

Feliziani, M., i E. Maradei. "Point matched finite element-time domain method using vector elements". IEEE Transactions on Magnetics 30, nr 5 (wrzesień 1994): 3184–87. http://dx.doi.org/10.1109/20.312614.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
39

Rashid, M. M., i M. Selimotic. "A three-dimensional finite element method with arbitrary polyhedral elements". International Journal for Numerical Methods in Engineering 67, nr 2 (2006): 226–52. http://dx.doi.org/10.1002/nme.1625.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
40

Heo, Ji-Hye, i Han-Soo Kim. "Bending Moment Calculation Method and Optimum Element Size for Finite Element Analysis with Continuum Elements". Journal of the Computational Structural Engineering Institute of Korea 31, nr 1 (28.02.2018): 9–16. http://dx.doi.org/10.7734/coseik.2018.31.1.9.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
41

Vlase, Sorin, Iuliu Negrean, Marin Marin i Silviu Năstac. "Kane’s Method-Based Simulation and Modeling Robots with Elastic Elements, Using Finite Element Method". Mathematics 8, nr 5 (15.05.2020): 805. http://dx.doi.org/10.3390/math8050805.

Pełny tekst źródła
Streszczenie:
The Lagrange’s equation remains the most used method by researchers to determine the finite element motion equations in the case of elasto-dynamic analysis of a multibody system (MBS). However, applying this method requires the calculation of the kinetic energy of an element and then a series of differentiations that involve a great computational effort. The last decade has shown an increased interest of researchers in the study of multibody systems (MBS) using alternative analytical methods, aiming to simplify the description of the model and the solution of the systems of obtained equations. The method of Kane’s equations is one possibility to do this and, in the paper, we applied this method in the study of a MBS applying finite element analysis (FEA). The number of operations involved is lower than in the case of Lagrange’s equations and Kane’s equations are little used previously in conjunction with the finite element method (FEM). Results are obtained regardless of the type of finite element used. The shape functions will determine the final form of the matrix coefficients in the equations. The results are applied in the case of a planar mechanism with two degrees of freedom.
Style APA, Harvard, Vancouver, ISO itp.
42

Kochnev, Valentin K. "Finite element method for atoms". Chemical Physics 548 (sierpień 2021): 111197. http://dx.doi.org/10.1016/j.chemphys.2021.111197.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
43

Gao, Yu Jing, De Hua Wang i Gui Ping Shi. "Meshless-Finite Element Coupling Method". Applied Mechanics and Materials 441 (grudzień 2013): 754–57. http://dx.doi.org/10.4028/www.scientific.net/amm.441.754.

Pełny tekst źródła
Streszczenie:
We let the meshless method and the finite element method couple,so the meshless-finite element coupling method has the advantage. We based EFG - finite element coupling calculation principle and we drawn shape function of the coupling region, we obtained energy functional from weak variational equations and we find the numerical solution. EFGM-FE coupling method overcomes the simple use of meshless method to bring the boundary conditions and calculation intractable shortcomings of low efficiency. We found that this method is feasible and effective.
Style APA, Harvard, Vancouver, ISO itp.
44

Ma, Shuo, Muhao Chen i Robert E. Skelton. "TsgFEM: Tensegrity Finite Element Method". Journal of Open Source Software 7, nr 75 (4.07.2022): 3390. http://dx.doi.org/10.21105/joss.03390.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
45

Raj, Jeenu, Faisal Tajir i M. S. Kannan. "Finite Element Method in Orthodontics". Indian Journal of Public Health Research & Development 10, nr 12 (1.12.2019): 1080. http://dx.doi.org/10.37506/v10/i12/2019/ijphrd/192274.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
46

Wolf,, JP, i Long-Yuan Li,. "Scaled Boundary Finite Element Method". Applied Mechanics Reviews 57, nr 3 (1.05.2004): B14. http://dx.doi.org/10.1115/1.1760518.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
47

Rank, E., i R. Krause. "A multiscale finite-element method". Computers & Structures 64, nr 1-4 (lipiec 1997): 139–44. http://dx.doi.org/10.1016/s0045-7949(96)00149-6.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
48

Nguyen, T. T., G. R. Liu, K. Y. Dai i K. Y. Lam. "Selective smoothed finite element method". Tsinghua Science and Technology 12, nr 5 (październik 2007): 497–508. http://dx.doi.org/10.1016/s1007-0214(07)70125-6.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
49

Logg, Anders. "Automating the Finite Element Method". Archives of Computational Methods in Engineering 14, nr 2 (15.05.2007): 93–138. http://dx.doi.org/10.1007/s11831-007-9003-9.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
50

Tolle, Kevin, i Nicole Marheineke. "Extended group finite element method". Applied Numerical Mathematics 162 (kwiecień 2021): 1–19. http://dx.doi.org/10.1016/j.apnum.2020.12.008.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
Możesz być także zainteresowany bibliografiami na temat „Finite Element Element Method” dla innych typów źródeł:
Rozprawy doktorskie Książki
Oferujemy zniżki na wszystkie plany premium dla autorów, których prace zostały uwzględnione w tematycznych zestawieniach literatury. Skontaktuj się z nami, aby uzyskać unikalny kod promocyjny!

Do bibliografii