Bibliografie tematiche / P-finite element method

Letteratura scientifica selezionata sul tema "P-finite element method"

Autore: Grafiati
Pubblicato: 4 giugno 2021
Ultima modifica: 19 febbraio 2022

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Articoli di riviste sul tema "P-finite element method"

1

HAN, WEIMIN. "The P-version Penalty Finite Element Method". IMA Journal of Numerical Analysis 12, n. 1 (1992): 47–56. http://dx.doi.org/10.1093/imanum/12.1.47.

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Liu, Y., e H. R. Busby. "p-version hybrid/mixed finite element method". Finite Elements in Analysis and Design 30, n. 4 (ottobre 1998): 325–33. http://dx.doi.org/10.1016/s0168-874x(98)00042-0.

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Field, David A., e Yoram Pressburger. "Anh-p- multigrid method for finite element analysis". International Journal for Numerical Methods in Engineering 36, n. 6 (30 marzo 1993): 893–908. http://dx.doi.org/10.1002/nme.1620360602.

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4

Selvam, R. Panneer, e Zu-Qing Qu. "Adaptive p-finite element method for wind engineering". Wind and Structures 5, n. 2_3_4 (25 aprile 2002): 301–16. http://dx.doi.org/10.12989/was.2002.5.2_3_4.301.

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5

Cao, Weiming, e Benqi Guo. "Preconditioning on Element Interfaces for the p-Version Finite Element Method and Spectral Element Method". SIAM Journal on Scientific Computing 21, n. 2 (gennaio 1999): 522–51. http://dx.doi.org/10.1137/s1064827596306951.

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Guo, Benqi, e Weiming Cao. "Inexact solvers on element interfaces for the p and h-p finite element method". Computer Methods in Applied Mechanics and Engineering 150, n. 1-4 (dicembre 1997): 173–89. http://dx.doi.org/10.1016/s0045-7825(97)00095-9.

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7

Akin, J. E., e M. Singh. "Object-oriented Fortran 90 P-adaptive finite element method". Advances in Engineering Software 33, n. 7-10 (luglio 2002): 461–68. http://dx.doi.org/10.1016/s0965-9978(02)00048-0.

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8

Guo, B., e I. Babuška. "The h-p version of the finite element method". Computational Mechanics 1, n. 1 (marzo 1986): 21–41. http://dx.doi.org/10.1007/bf00298636.

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9

Guo, B., e I. Babuška. "The h-p version of the finite element method". Computational Mechanics 1, n. 3 (settembre 1986): 203–20. http://dx.doi.org/10.1007/bf00272624.

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10

Guo, Benqi, e Weiming Cao. "Domain decomposition method for the h-p version finite element method". Computer Methods in Applied Mechanics and Engineering 157, n. 3-4 (maggio 1998): 425–40. http://dx.doi.org/10.1016/s0045-7825(97)00249-1.

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Tesi sul tema "P-finite element method"

1

Liu, Yunshan. "P-adaptive hybrid/mixed finite element method /". The Ohio State University, 1998. http://rave.ohiolink.edu/etdc/view?acc_num=osu1487950153602937.

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Preissig, R. Stephen. "Local p refinement in two dimensional vector finite elements". Thesis, Georgia Institute of Technology, 1998. http://hdl.handle.net/1853/13739.

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Vu, Thu Hang. "Enhancing the scaled boundary finite element method". University of Western Australia. School of Civil and Resource Engineering, 2006. http://theses.library.uwa.edu.au/adt-WU2006.0068.

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[Truncated abstract] The scaled boundary finite element method is a novel computational method developed by Wolf and Song which reduces partial differential equations to a set of ordinary linear differential equations. The method, which is semi-analytical, is suitable for solving linear elliptic, parabolic and hyperbolic partial differential equations. The method has proved to be very efficient in solving various types of problems, including problems of potential flow and diffusion. The method out performs the finite element method when solving unbounded domain problems and problems involving stress singularities and discontinuities. The scaled boundary finite element method involves solution of a quadratic eigenproblem, the computational expense of which increases rapidly as the number of degrees of freedom increases. Consequently, to a greater extent than the finite element method, it is desirable to obtain solutions at a specified level of accuracy while using the minimum number of degrees of freedom necessary. In previous work, no systematic study had been performed so far into the use of elements of higher order, and no consideration made of p adaptivity. . . The primal problem is solved normally using the basic scaled boundary finite element method. The dual problem is solved by the new technique using the fundamental solution. A guaranteed upper error bound based on the Cauchy-Schwarz inequality is derived. A iv goal-oriented p-hierarchical adaptive procedure is proposed and implemented efficiently in the scaled boundary finite element method.
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Villeneuve, Donald. "A p-type finite element method for devices with nonlinear materials and curved boundaries". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape7/PQDD_0025/NQ50324.pdf.

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Park, Gi-Ho. "p-Refinement Techniques for Vector Finite Elements in Electromagnetics". Diss., Georgia Institute of Technology, 2005. http://hdl.handle.net/1853/10602.

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The vector finite element method has gained great attention since overcoming the deficiencies incurred by the scalar basis functions for the vector Helmholtz equation. Most implementations of vector FEM have been non-adaptive, where a mesh of the domain is generated entirely in advance and used with a constant degree polynomial basis to assign the degrees of freedom. To reduce the dependency on the users' expertise in analyzing problems with complicated boundary structures and material characteristics, and to speed up the FEM tool, the demand for adaptive FEM grows high. For efficient adaptive FEM, error estimators play an important role in assigning additional degrees of freedom. In this proposal study, hierarchical vector basis functions and four error estimators for p-refinement are investigated for electromagnetic applications.
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Chilton, Ryan Austin. "H-, P- and T-Refinement Strategies for the Finite-Difference-Time-Domain (FDTD) Method Developed via Finite-Element (FE) Principles". The Ohio State University, 2008. http://rave.ohiolink.edu/etdc/view?acc_num=osu1219064270.

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Fayez, Moustafa Moawad Ragab. "Approximation of The Neutron Diffusion Equation on Hexagonal Geometries Using a h-p finite element method". Doctoral thesis, Universitat Politècnica de València, 2016. http://hdl.handle.net/10251/65353.

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[EN] The neutron diffusion equation is an approximation of the neutron transport equation that describes the neutron population in a nuclear reactor core. In particular, we will consider here VVER-type reactors which use the neutron diffusion equation discretized on hexagonal meshes. Most of the simulation codes of a nuclear power reactor use the multigroup neutron diffusion equation to describe the neutron distribution inside the reactor core.To study the stationary state of a reactor, the reactor criticality is forced in artificial way leading to a generalized differential eigenvalue problem, known as the Lambda modes equation, which is solved to obtain the dominant eigenvalues of the reactor and their corresponding eigenfunctions. To discretize this model a finite element method with h-p adaptivity is used. This method allows to use heterogeneous meshes, and allows different refinements such as the use of h-adaptive meshes, reducing the size of specific cells, and p-refinement, increasing the polynomial degree of the basic functions used in the expansions of the solution in the different cells. Once the solution for the steady state neutron distribution is obtained, it is used as initial condition for the time integration of the neutron diffusion equation. To simulate the behaviour of a nuclear power reactor it is necessary to be able to integrate the time-dependent neutron diffusion equation inside the reactor core. The spatial discretization of this equation is done using a finite element method that permits h-p refinements for different geometries. Transients involving the movement of the control rod banks have the problem known as the rod-cusping effect. Previous studies have usually approached the problem using a fixed mesh scheme defining averaged material properties and many techniques exist for the treatment of the rod cusping problem. The present work proposes the use of a moving mesh scheme that uses spatial meshes that change with the movement of the control rods avoiding the necessity of using equivalent material cross sections for the partially inserted cells. The performance of the moving mesh scheme is tested studying different benchmark problems. For reactor calculations, the accuracy of a diffusion theory solution is limited for for complex fuel assemblies or fine mesh calculations. To improve these results a method that incorporates higher-order approximations for the angular dependence, as the simplified spherical harmonics (SPN ) method must be employed. In this work an h-p Finite Element Method (FEM) is used to obtain the dominant Lambda mode associated with a configuration of a reactor core using the SPN approximation. The performance of the SPN (N= 1, 3, 5) approximations has been tested for different reactor benchmarks.
[ES] La ecuación de la difusión neutrónica es una aproximación de la ecuación del transporte de neutrones que describe la población de neutrones en el núcleo de un reactor nuclear. En particular, consideraremos reactores de tipo VVER y para simular su comportamiento se utilizará la ecuación de la difusión neutrónica para cuya discretización se hace uso de mallas hexagonales. La mayoría de los códigos de simulación de reactores nucleares utilizan aproximación multigrupo de energía de la ecuación de la difusión neutrónica para describir la distribución de neutrones en el interior del núcleo del reactor. Para estudiar el estado estacionario del reactor, es posible forzar la criticidad del reactor de forma artificial modificando las secciones eficaces de forma que se obtiene un problema de valores propios diferencial, conocido como el problema de los Modos Lambda, que se resuelve para obtener los valores propios dominantes del reactor y sus correspondientes funciones propias. Para discretizar este modelo se ha hecho uso de un método de elementos finitos con adaptabilidad h-p. Este método permite el uso de mallas heterogéneas, y de diferentes refinamientos como el uso mallas h-adaptativas, reduciendo el tamaño de los distintos nodos, y el p-refinado, aumentando el grado del polinomio de las funciones básicas utilizado en los desarrollos de la solución en los diferentes nodos. Se ha desarrollado un código basado en un método de elementos finitos de alto orden para resolver el problema de los Modos Lambda en un reactor con geometría hexagonal y se han obtenido los Modos dominantes para distintos problemas de referencia. Una vez que se ha obtenido la solución para la distribución de neutrones en estado estacionario, ésta se utiliza como condición inicial para la integración de la ecuación de difusión neutrónica dependiente del tiempo. Para simular el comportamiento de un reactor nuclear para un determinado transitorio, es necesario ser capaz de integrar la ecuación de la difusión neutrónica dependiente del tiempo en el interior del núcleo del reactor. La discretización espacial de esta ecuación se hace usando un método de elementos finitos de alto orden que permite refinados de tipo h-p para distintas geometrías. Los transitorios que implican el movimiento de los bancos de las barras de control tienen el problema conocido como el efecto 'rod-cusping'. Estudios anteriores, por lo general, han abordado este problema utilizando una malla fija y definiendo propiedades promedio para los materiales correspondientes a las celdas donde se tiene la barra de control parcialmente insertada. En el presente trabajo se propone el uso de un esquema de malla móvil, de forma que en mallado espacial va cambiando con el movimiento de la barra de control, evitando la necesidad de utilizar secciones eficaces equivalentes para las celdas parcialmente insertadas. El funcionamiento de este esquema de malla móvil propuesto se estudia resolviendo distintos problemas tipo. La precisión obtenida mediante de la teoría de la difusión en los cálculos de reactores es limitada cuando se tienen elementos de combustible complejos o se pretenden realizar cálculos en malla fina. Para mejorar estos resultados, es necesario disponer de un método que incorpore aproximaciones de orden superior de la ecuación del transporte de neutrones. Una posibilidad es hacer uso de las ecuaciones PN simplificadas (SPN ). En este trabajo se utiliza un método de elementos finitos h-p para obtener los modos dominantes asociados con una configuración dada del núcleo de un reactor nuclear con geometría hexagonal usando la aproximación SPN . El funcionamiento de las aproximaciones SPN (N = 1, 3, 5) se ha estudiado para distintos problemas de referencia.
[CAT] L'equació de la difusió neutrònica és una aproximació de l'equació del transport de neutrons que descriu la població de neutrons en el nucli de un reactor nuclear. En particular, considerarem reactors de tipus VVER i per a simular el seu comportament s'utilitzarà l'equació de la difusió neutrónica que es discretitza fent ús de malles hexagonals. La majoria dels codis de simulació de reactors nuclears utilitzen l'aproximació multigrup d'energia de l'equació de la difusió neutrónica per a descriure la distribució de neutrons a l'interior del nucli del reactor. Per a estudiar l'estat estacionari del reactor, és possible forçar la seua criticitat de forma artificial modificant les seccions eficaces de manera que s'obté un problema de valors propis diferencial, conegut com el problema dels Modes Lambda, que es resol per a obtenir els valors propis dominants del reactor i les seues corresponents funcions pròpies. Per a discretitzar aquest model s'ha fet ús d'un mètode d'elements finits amb adaptabilitat h-p. Aquest mètode permet l'ús de malles heterogènies, i de diferents refinaments com l'ús malles h-adaptatives, reduint la grandària dels diferents nodes, i el p-refinat, augmentant el grau del polinomi de les funcions bàsiques utilitzat en els desenvolupaments de la solució en els diferents nodes. S'ha desenvolupat un codi basat en un mètode d'elements finits d'alt ordre per a resoldre el problema dels Modes Lambda en un reactor amb geometria hexagonal i s'han obtingut els Modes dominants per a diferents problemes de referència. Una vegada que s'ha obtingut la solució per a la distribució de neutrons en estat estacionari, aquesta s'utilitza com a condició inicial per a la integració de l'equació de difusió neutrònica depenent del temps. Per a simular el comportament d'un reactor nuclear per a un determinat transitori, és necessari ser capaç d'integrar l'equació de la difusió neutrónica depenent del temps a l'interior del nucli del reactor. La discretitzación espacial d'aquesta equació es fa usant un mètode d'elements finits d'alt ordre que permet refinats de tipus h-p per a diferents geometries. Els transitoris que impliquen el moviment dels bancs de les barres de control tenen el problema conegut com l'efecte 'rod-cusping'. Estudis anteriors, en general, han abordat aquest problema utilitzant una malla fixa i definint propietats equivalents per als materials corresponents a les cel·les on es té la barra de control parcialment inserida. En el present treball es proposa l'ús d'un esquema de malla mòbil, de manera que en mallat espacial va canviant amb el moviment de la barra de control, evitant la necessitat d'utilitzar seccions eficaces equivalents per a les cel·les parcialment inserides. El funcionament de aquest esquema de malla mòbil s'estudia resolent diferents problemes tipus. La precisió obtinguda mitjançant de la teoria de la difusió en els càlculs de reactors és limitada quan es tenen elements de combustible complexos o es pretenen realitzar càlculs en malla fina. Per a millorar aquests resultats, és necessari disposar d'un mètode que incorpore aproximacions d'ordre superior de l'equació del transport de neutrons. Una possibilitat és fer ús de les equacions PN simplificades (SPN ). En aquest treball s'utilitza un mètode d'elements finits h- p per a obtenir els modes dominants associats amb una configuració donada del nucli de un reactor amb geometria hexagonal usant l'aproximació SPN . El funcionament de les aproximacions SPN (N = 1, 3, 5) s'ha estudiat per a diferents problemes de referència.
Fayez Moustafa Moawad, R. (2016). Approximation of The Neutron Diffusion Equation on Hexagonal Geometries Using a h-p finite element method [Tesis doctoral no publicada]. Universitat Politècnica de València. https://doi.org/10.4995/Thesis/10251/65353
TESIS
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Kollmannsberger, Stefan. "ALE-type and fixed grid fluid-structure interaction involving the p-version of the finite element method". kostenfrei, 2010. https://mediatum2.ub.tum.de/node?id=811715.

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Ivanov, S. A., e V. G. Korneev. "On the preconditioning in the domain decomposition technique for the p-version finite element method. Part I". Universitätsbibliothek Chemnitz, 1998. http://nbn-resolving.de/urn:nbn:de:bsz:ch1-199800856.

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Abstract P-version finite element method for the second order elliptic equation in an arbitrary sufficiently smooth domain is studied in the frame of DD method. Two types square reference elements are used with the products of the integrated Legendre's polynomials for the coordinate functions. There are considered the estimates for the condition numbers, preconditioning of the problems arising on subdomains and the Schur complement, the derivation of the DD preconditioner. For the result we obtain the DD preconditioner to which corresponds the generalized condition number of order (logp )2 . The paper consists of two parts. In part I there are given some preliminary re- sults for 1D case, condition number estimates and some inequalities for 2D reference element.
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Ivanov, S. A., e V. G. Korneev. "On the preconditioning in the domain decomposition technique for the p-version finite element method. Part II". Universitätsbibliothek Chemnitz, 1998. http://nbn-resolving.de/urn:nbn:de:bsz:ch1-199800862.

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P-version finite element method for the second order elliptic equation in an arbitrary sufficiently smooth domain is studied in the frame of DD method. Two types square reference elements are used with the products of the integrated Legendre's polynomials for the coordinate functions. There are considered the estimates for the condition numbers, preconditioning of the problems arising on subdomains and the Schur complement, the derivation of the DD preconditioner. For the result we obtain the DD preconditioner to which corresponds the generalized condition number of order (logp )2 . The paper consists of two parts. In part I there are given some preliminary results for 1D case, condition number estimates and some inequalities for 2D reference element. Part II is devoted to the derivation of the Schur complement preconditioner and conditionality number estimates for the p-version finite element matrixes. Also DD preconditioning is considered.
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Più fonti

Libri sul tema "P-finite element method"

1

Pavarino, Luca F. An aditive Schwarz method for the p-version finite element method. New York: Courant Institute of Mathematical Sciences, New York University, 1991.

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Pavarino, Luca F. An aditive Schwarz method for the p-version finite element method. New York: Courant Institute of Mathematical Sciences, New York University, 1991.

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Hinnant, Howard E. Derivation of a tapered p-version beam finite element. Hampton, Va: Langley Research Center, 1989.

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James P. Smith - undifferentiated. Highly accurate beam torsion solutions using the p-version finite element method. [Washington, D.C.?: National Aeronautics and Space Administration, 1996.

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Smith, James. Highly accurate beam torsion solutions using the p-Version finite element method. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1996.

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Szabo, B. A. Solution of elastic-plastic stress analysis probems by the p-version of the finite element method. St, Louis, Mo: Center for Computational Mechanics, Washington University, 1993.

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Szabo, B. A. Solution of elastic-plastic stress analysis problems by the p-version of the finite element method. St. Louis, Mo: Center for Computational Mechanics, Washington University, 1993.

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Szabo, B. A. Solution of elastic-plastic stress analysis probems by the p-version of the finite element method. St, Louis, Mo: Center for Computational Mechanics, Washington University, 1993.

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P- and hp- finite element methods: Theory and applications in solid and fluid mechanics. Oxford: Clarendon Press, 1998.

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Beauquet, Gilles. Programmation des éléments finis (P₁ 2D). Toulouse, France: Cepadues-Editions, 1987.

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Capitoli di libri sul tema "P-finite element method"

1

Craig, A. "Hierarchical or Domain Decomposition Preconditioning for the p-Version Finite Element Method". In The finite element method in the 1990’s, 633–38. Berlin, Heidelberg: Springer Berlin Heidelberg, 1991. http://dx.doi.org/10.1007/978-3-662-10326-5_65.

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Oh, S. I., W. T. Wu e J. J. Park. "Application of the Finite Element Method to P/M Forming Processes". In Advanced Technology of Plasticity 1987, 961–68. Berlin, Heidelberg: Springer Berlin Heidelberg, 1987. http://dx.doi.org/10.1007/978-3-662-11046-1_37.

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Babuška, I. "Advances in the p and h-p Versions of the Finite Element Method. A Survey". In Numerical Mathematics Singapore 1988, 31–46. Basel: Birkhäuser Basel, 1988. http://dx.doi.org/10.1007/978-3-0348-6303-2_3.

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Hansbo, P., e M. G. Larson. "A p 2-continuous, p 1-discontinuous finite element method for the Mindlin-Reissner plate model". In Numerical Mathematics and Advanced Applications, 765–74. Milano: Springer Milan, 2003. http://dx.doi.org/10.1007/978-88-470-2089-4_69.

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Babuška, I. "The p and h-p Versions of the Finite Element Method: The State of the Art". In ICASE/NASA LaRC Series, 199–239. New York, NY: Springer New York, 1988. http://dx.doi.org/10.1007/978-1-4612-3786-0_10.

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Yosibash, Zohar. "An Introduction to the p- and hp-Versions of the Finite Element Method". In Interdisciplinary Applied Mathematics, 27–45. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4614-1508-4_2.

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Johnson, Eric R., e David L. Bonanni. "Order 2p Derivatives from p-Differentiable Finite Element Solutions by a Spectral Method". In CAD/CAM Robotics and Factories of the Future, 134–38. Berlin, Heidelberg: Springer Berlin Heidelberg, 1989. http://dx.doi.org/10.1007/978-3-642-52320-5_22.

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Zhang, Jianming, Wensheng Yang e Yong He. "Numerical Analysis of Crack Propagation by Using the P-version Finite Element Method and Contour Integral Method". In Computational and Experimental Simulations in Engineering, 295–301. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-67090-0_25.

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Szabó, Barna A., Ricardo L. Actis e Stefan M. Holzer. "Solution of Elastic-Plastic Stress Analysis Problems by the P-version of the Finite Element Method". In Modeling, Mesh Generation, and Adaptive Numerical Methods for Partial Differential Equations, 395–416. New York, NY: Springer New York, 1995. http://dx.doi.org/10.1007/978-1-4612-4248-2_19.

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Babuška, Ivo. "Are High Degree Elements Preferable? Some Aspects of the h and h-p Version of the Finite Element Method". In Numerical Techniques for Engineering Analysis and Design, 533–41. Dordrecht: Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3653-9_59.

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Atti di convegni sul tema "P-finite element method"

1

Smith, James. "The p-finite element method applied to plasticity problems". In 35th Structures, Structural Dynamics, and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1994. http://dx.doi.org/10.2514/6.1994-1647.

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Lai, Ye-Chen, Timothy C. S. Liang e Zhenxue Jia. "Implementation of p and h-p Versions of the Finite Element Method". In ASME 1992 International Computers in Engineering Conference and Exposition. American Society of Mechanical Engineers, 1992. http://dx.doi.org/10.1115/cie1992-0114.

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Abstract Based on hierarchic shape functions and an effective convergence procedure, the p-version and h-p adaptive analysis capabilities were incorporated into a finite element software system, called COSMOS/M. The range of the polynomial orders can be varied from 1 to 10 for two dimensional linear elastic analysis. In the h-p adaptive analysis process, a refined mesh are first achieved via adaptive h-refinement. The p-refinement is then added on to the h-version designed mesh by uniformly increasing the degree of the polynomials. Some numerical results computed by COSMOS/M are presented to illustrate the performance of these p and h-p analysis capabilities.
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Madden, Christopher, e James Smith. "The p-finite element method applied to transient thermoelastic problems". In 36th Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1995. http://dx.doi.org/10.2514/6.1995-1269.

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HINNANT, HOWARD. "A FAST METHOD OF NUMERICAL QUADRATURE FOR P-VERSION FINITE ELEMENT MATRICES". In 34th Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1993. http://dx.doi.org/10.2514/6.1993-1386.

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Campion, Simon D., e John L. Jarvis. "An Investigation of the Implementation of the p-Version Finite Element Method". In ASME 1995 15th International Computers in Engineering Conference and the ASME 1995 9th Annual Engineering Database Symposium collocated with the ASME 1995 Design Engineering Technical Conferences. American Society of Mechanical Engineers, 1995. http://dx.doi.org/10.1115/cie1995-0748.

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Abstract (sommario):
Abstract The use of the p-version finite element method has become more widespread over the last five years or so, as witnessed by the addition of p-elements to a number of well known commercial codes. A review of the keynote papers on the p-version method is presented which focusses on the use of the hierarchical concept and the selection of the interpolation functions. The importance of accurate geometry mapping is also discussed, and the use of the blending function method is presented. Details of implementation of the p-version method are discussed in the light of the authors efforts to develop a program for solving two-dimensional elastostatic problems. Topics covered include the rules for numerical integration for the p-method, the possible use of numerical rather than explicit differentiation for determining the Jacobian matrix, and the programming of the load vector for the p-method. The lessons learnt are illustrated by simple examples, and will be of benefit to those wishing to program p-elements for other applications.
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SIVANERI, NITHIAM, MAKARAND GOKHALE, VICTOR MUCINO e JAMES SMITH. "Free vibration of beams with moving supports by a p-version finite element method". In 30th Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1989. http://dx.doi.org/10.2514/6.1989-1251.

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MEIROVITCH, L., e J. BENNIGHOF. "The h-version and p-version of the finite element method and the inclusion principle". In 26th Structures, Structural Dynamics, and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1985. http://dx.doi.org/10.2514/6.1985-814.

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Ribeiro, Pedro. "Forced Non-linear Vibration of Cylindrical Laminated Shells by the p-version Finite Element Method". In 45th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics & Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2004. http://dx.doi.org/10.2514/6.2004-1865.

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Ouissi, M.-N., e C. Hamza. "LIQUID FREE VIBRATION ANALYSIS IN A CIRCULAR CYLINDRICAL RIGID CAVITY USING THE h-p FINITE ELEMENT METHOD". In 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. Athens: Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2014. http://dx.doi.org/10.7712/120113.4635.c1392.

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ODEN, J., WALDEMAR RACHOWICZ e STEPHEN KENNON. "Numerical analysis of three-dimensional compressible Navier-Stokes equations using an adaptive h-p finite element method". In 29th Aerospace Sciences Meeting. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1991. http://dx.doi.org/10.2514/6.1991-119.

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Rapporti di organizzazioni sul tema "P-finite element method"

1

Babuska, Ivo, e Manil Suri. The p- and h-p Versions of the Finite Element Method: An Overview. Fort Belvoir, VA: Defense Technical Information Center, maggio 1989. http://dx.doi.org/10.21236/ada216902.

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2

Babuska, I., e H. C. Elman. Performance of the h-p Version of the Finite Element Method with Various Elements. Fort Belvoir, VA: Defense Technical Information Center, settembre 1991. http://dx.doi.org/10.21236/ada250689.

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Babuska, Ivo, e Manil Suri. The P and H-P Versions of the Finite Element Method: Basic Principles and Properties. Fort Belvoir, VA: Defense Technical Information Center, settembre 1992. http://dx.doi.org/10.21236/ada260237.

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Babuska, I. Advances in the p and h-p Versions of the Finite Element Method. A survey. Fort Belvoir, VA: Defense Technical Information Center, gennaio 1988. http://dx.doi.org/10.21236/ada197498.

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5

Katz, I. N. Development and Application of the P-Version of the Finite Element Method. Fort Belvoir, VA: Defense Technical Information Center, ottobre 1986. http://dx.doi.org/10.21236/ada177317.

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Katz, I. N., Barna A. Szabo e A. P. Greensfelder. Development and Application of the p-Version of the Finite Element Method. Fort Belvoir, VA: Defense Technical Information Center, dicembre 1987. http://dx.doi.org/10.21236/ada190036.

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Babuska, Ivo, e Manil Suri. The h-p Version of the Finite Element Method with Quasiuniform Meshes. Fort Belvoir, VA: Defense Technical Information Center, maggio 1986. http://dx.doi.org/10.21236/ada170144.

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Katz, I. Norman. Development and Application of the p-version of the Finite Element Method. Fort Belvoir, VA: Defense Technical Information Center, novembre 1985. http://dx.doi.org/10.21236/ada166056.

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Babuska, I., e B. Q. Guo. The H, P and H-P Version of the Finite Element Method Basic Theory and Applications. Fort Belvoir, VA: Defense Technical Information Center, maggio 1992. http://dx.doi.org/10.21236/ada260197.

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Babuska, I., e Manil Suri. The Optimal Convergence Rate of the p-Version of the Finite Element Method. Fort Belvoir, VA: Defense Technical Information Center, ottobre 1985. http://dx.doi.org/10.21236/ada187871.

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