Artykuły w czasopismach: „Finite element method”

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.

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

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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.

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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.

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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.

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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.

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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.

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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.

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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.

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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.

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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.

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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.

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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.

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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.

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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.

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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.

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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.

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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.

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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.

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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.

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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.

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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.

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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.

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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.

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

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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.

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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.

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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.

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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.

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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.

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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.

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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.

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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.

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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.

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Tsamasphyros, G., i E. E. Theotokoglou. "The finite element alternating method". Engineering Fracture Mechanics 42, nr 2 (maj 1992): 405–6. http://dx.doi.org/10.1016/0013-7944(92)90230-c.

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Delort, T., i D. Maystre. "Finite-element method for gratings". Journal of the Optical Society of America A 10, nr 12 (1.12.1993): 2592. http://dx.doi.org/10.1364/josaa.10.002592.

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Strouboulis, T., K. Copps i I. Babuška. "The generalized finite element method". Computer Methods in Applied Mechanics and Engineering 190, nr 32-33 (maj 2001): 4081–193. http://dx.doi.org/10.1016/s0045-7825(01)00188-8.

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Zhao, Shengjie, i Yufu Chen. "Mixed moving finite element method". Applied Mathematics and Computation 196, nr 1 (luty 2008): 381–91. http://dx.doi.org/10.1016/j.amc.2007.06.003.

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Meyers, V. J., I. M. Smith i D. V. Griffiths. "Programming the Finite Element Method." Mathematics of Computation 53, nr 188 (październik 1989): 763. http://dx.doi.org/10.2307/2008738.

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Schneider, Teseo, Jérémie Dumas, Xifeng Gao, Mario Botsch, Daniele Panozzo i Denis Zorin. "Poly-Spline Finite-Element Method". ACM Transactions on Graphics 38, nr 3 (15.06.2019): 1–16. http://dx.doi.org/10.1145/3313797.

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Erhunmwun, I. D., i U. B. Ikponmwosa. "Review on finite element method". Journal of Applied Sciences and Environmental Management 21, nr 5 (29.11.2017): 999. http://dx.doi.org/10.4314/jasem.v21i5.30.

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Cen, Song, Chenfeng Li, Sellakkutti Rajendran i Zhiqiang Hu. "Advances in Finite Element Method". Mathematical Problems in Engineering 2014 (2014): 1–2. http://dx.doi.org/10.1155/2014/206369.

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Liu, Xiaohui, Jianfeng Gu, Yao Shen, Ju Li i Changfeng Chen. "Lattice dynamical finite-element method". Acta Materialia 58, nr 2 (styczeń 2010): 510–23. http://dx.doi.org/10.1016/j.actamat.2009.09.029.

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Hao, Su, Harold S. Park i Wing Kam Liu. "Moving particle finite element method". International Journal for Numerical Methods in Engineering 53, nr 8 (2002): 1937–58. http://dx.doi.org/10.1002/nme.368.

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Idelsohn, Sergio R., Eugenio Oñate, Nestor Calvo i Facundo Del Pin. "The meshless finite element method". International Journal for Numerical Methods in Engineering 58, nr 6 (25.07.2003): 893–912. http://dx.doi.org/10.1002/nme.798.

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Liu, Yaling, Wing Kam Liu, Ted Belytschko, Neelesh Patankar, Albert C. To, Adrian Kopacz i Jae-Hyun Chung. "Immersed electrokinetic finite element method". International Journal for Numerical Methods in Engineering 71, nr 4 (2007): 379–405. http://dx.doi.org/10.1002/nme.1941.

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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.

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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.

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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.

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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.

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Noguchi, Tetsuo, i Tsutomu Ezumi. "OS01W0062 A study about the elliptic inclusion by optical method and finite element method". Abstracts of ATEM : International Conference on Advanced Technology in Experimental Mechanics : Asian Conference on Experimental Mechanics 2003.2 (2003): _OS01W0062. http://dx.doi.org/10.1299/jsmeatem.2003.2._os01w0062.

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Hu, Hanzhang, Yanping Chen i Jie Zhou. "Two-grid method for miscible displacement problem by mixed finite element methods and finite element method of characteristics". Computers & Mathematics with Applications 72, nr 11 (grudzień 2016): 2694–715. http://dx.doi.org/10.1016/j.camwa.2016.09.002.

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Kukiełka, Leon, i Krzysztof Kukiełka. "Modelling and analysis of the technological processes using finite element method". Mechanik, nr 3 (marzec 2015): 195/317–195/340. http://dx.doi.org/10.17814/mechanik.2015.3.149.

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Onate, Eugenio, Sergio R. Idelsohn, Riccardo Rossi, Julio Marti i Miguel A. Celigueta. "ADVANCES IN THE PARTICLE FINITE ELEMENT METHOD (PFEM) IN COMPUTATIONAL MECHANICS". Proceedings of The Computational Mechanics Conference 2010.23 (2010): _—1_—_—4_. http://dx.doi.org/10.1299/jsmecmd.2010.23._-1_.

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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.

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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.

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Xiang, Jiansheng, Antonio Munjiza i John-Paul Latham. "Finite strain, finite rotation quadratic tetrahedral element for the combined finite-discrete element method". International Journal for Numerical Methods in Engineering 79, nr 8 (20.08.2009): 946–78. http://dx.doi.org/10.1002/nme.2599.

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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.

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Artykuły w czasopismach na temat „Finite element method”

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