Literatura académica sobre el tema "Finite element methods (FEMs)"
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Artículos de revistas sobre el tema "Finite element methods (FEMs)"
Cen, Song, Cheng Jin Wu, Zhi Li, Yan Shang y Chenfeng Li. "Some advances in high-performance finite element methods". Engineering Computations 36, n.º 8 (7 de octubre de 2019): 2811–34. http://dx.doi.org/10.1108/ec-10-2018-0479.
Texto completoNair, M. Thamban y Devika Shylaja. "Conforming and nonconforming finite element methods for biharmonic inverse source problem". Inverse Problems 38, n.º 2 (20 de diciembre de 2021): 025001. http://dx.doi.org/10.1088/1361-6420/ac3ec5.
Texto completoRong, Xin, Ruiping Niu y Guirong Liu. "Stability Analysis of Smoothed Finite Element Methods with Explicit Method for Transient Heat Transfer Problems". International Journal of Computational Methods 17, n.º 02 (24 de octubre de 2019): 1845005. http://dx.doi.org/10.1142/s0219876218450056.
Texto completoD’Elia, Marta, Max Gunzburger y Christian Vollmann. "A cookbook for approximating Euclidean balls and for quadrature rules in finite element methods for nonlocal problems". Mathematical Models and Methods in Applied Sciences 31, n.º 08 (19 de junio de 2021): 1505–67. http://dx.doi.org/10.1142/s0218202521500317.
Texto completoMackerle, Jaroslav. "Finite element analyses and simulations in biomedicine: a bibliography (1985‐1999)". Engineering Computations 17, n.º 7 (1 de noviembre de 2000): 813–56. http://dx.doi.org/10.1108/02644400010352270.
Texto completoWu, Jilian, Xinlong Feng y Fei Liu. "Pressure-Correction Projection FEM for Time-Dependent Natural Convection Problem". Communications in Computational Physics 21, n.º 4 (8 de marzo de 2017): 1090–117. http://dx.doi.org/10.4208/cicp.oa-2016-0064.
Texto completoHe, Yanfei, Xingwu Zhang, Jia Geng, Xuefeng Chen y Zengguang Li. "Two Kinds of Finite Element Variables Based on B-Spline Wavelet on Interval for Curved Beam". International Journal of Applied Mechanics 11, n.º 02 (marzo de 2019): 1950017. http://dx.doi.org/10.1142/s1758825119500170.
Texto completoJiang, Chen, Xu Han, G. R. Liu, Zhi-Qian Zhang, Gang Yang y Guang-Jun Gao. "Smoothed finite element methods (S-FEMs) with polynomial pressure projection (P3) for incompressible solids". Engineering Analysis with Boundary Elements 84 (noviembre de 2017): 253–69. http://dx.doi.org/10.1016/j.enganabound.2017.07.022.
Texto completoCHIEN, C. S., H. T. HUANG, B. W. JENG y Z. C. LI. "SUPERCONVERGENCE OF FEMS AND NUMERICAL CONTINUATION FOR PARAMETER-DEPENDENT PROBLEMS WITH FOLDS". International Journal of Bifurcation and Chaos 18, n.º 05 (mayo de 2008): 1321–36. http://dx.doi.org/10.1142/s0218127408021014.
Texto completoHu, Jun y Mira Schedensack. "Two low-order nonconforming finite element methods for the Stokes flow in three dimensions". IMA Journal of Numerical Analysis 39, n.º 3 (19 de abril de 2018): 1447–70. http://dx.doi.org/10.1093/imanum/dry021.
Texto completoTesis sobre el tema "Finite element methods (FEMs)"
Kleditzsch, Stefan y Birgit Awiszus. "Modeling of Cylindrical Flow Forming Processes with Numerical and Elementary Methods". Universitätsbibliothek Chemnitz, 2012. http://nbn-resolving.de/urn:nbn:de:bsz:ch1-qucosa-97124.
Texto completoBreslavsky, D. V., V. O. Mietielov, O. K. Morachkovsky, S. O. Pashchenko y О. А. Tatarinova. "Asymptotic methods and finite element method in cyclic creep-damage problems". Thesis, Львівський національний університет ім. І. Франка, 2015. http://repository.kpi.kharkov.ua/handle/KhPI-Press/19395.
Texto completoCamacho, Fernando F. "A Posteriori Error Estimates for Surface Finite Element Methods". UKnowledge, 2014. http://uknowledge.uky.edu/math_etds/21.
Texto completoWang, Sili. "An ABAQUS Implementation of the Cell-based Smoothed Finite Element Method Using Quadrilateral Elements". University of Cincinnati / OhioLINK, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1416233762.
Texto completoWitkowski, Thomas. "Software concepts and algorithms for an efficient and scalable parallel finite element method". Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2014. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-141651.
Texto completoSoftwarepakete zur numerischen Lösung partieller Differentialgleichungen mit Hilfe der Finiten-Element-Methode sind in vielen Forschungsbereichen ein wichtiges Werkzeug. Die dahinter stehenden Datenstrukturen und Algorithmen unterliegen einer ständigen Neuentwicklung um den immer weiter steigenden Anforderungen der Nutzergemeinde gerecht zu werden und um neue, hochgradig parallel Rechnerarchitekturen effizient nutzen zu können. Dies ist auch der Kernpunkt dieser Arbeit. Um parallel Rechnerarchitekturen mit einer immer höher werdenden Anzahl an von einander unabhängigen Recheneinheiten, z.B.~Prozessoren, effizient Nutzen zu können, müssen Datenstrukturen und Algorithmen aus verschiedenen Teilgebieten der Mathematik und Informatik entwickelt und miteinander kombiniert werden. Im Kern sind dies zwei Bereiche: verteilte Gitter und parallele Löser für lineare Gleichungssysteme. Für jedes der beiden Teilgebiete existieren unabhängig voneinander zahlreiche Ansätze. In dieser Arbeit wird argumentiert, dass für hochskalierbare Anwendungen der Finiten-Elemente-Methode nur eine Kombination beider Teilgebiete und die Verknüpfung der darunter liegenden Datenstrukturen eine effiziente und skalierbare Implementierung ermöglicht. Zuerst stellen wir Konzepte vor, die parallele verteile Gitter mit entsprechenden Adaptionstrategien ermöglichen. Zentraler Punkt ist hier die Informationsaufbereitung für beliebige Löser linearer Gleichungssysteme. Beim Lösen partieller Differentialgleichung mit der Finiten Elemente Methode wird ein großer Teil der Rechenzeit für das Lösen der dabei anfallenden linearen Gleichungssysteme aufgebracht. Daher ist deren Parallelisierung von zentraler Bedeutung. Basierend auf dem vorgestelltem Konzept für verteilten Gitter, welches beliebige geometrische Informationen für die linearen Löser aufbereiten kann, präsentieren wir mehrere unterschiedliche Lösermethoden. Besonders Gewicht wird dabei auf allgemeine Löser gelegt, die möglichst wenig Annahmen über das zu lösende System machen. Hierfür wird die FETI-DP (Finite Element Tearing and Interconnect - Dual Primal) Methode weiterentwickelt. Obwohl die FETI-DP Methode vom mathematischen Standpunkt her als quasi-optimal bezüglich der parallelen Skalierbarkeit gilt, kann sie für große Anzahl an Prozessoren (> 10.000) nicht mehr effizient implementiert werden. Dies liegt hauptsächlich an einem verhältnismäßig kleinem aber global verteilten Grobgitterproblem. Wir stellen eine Multilevel FETI-DP Methode vor, die dieses Problem durch eine hierarchische Komposition des Grobgitterproblems löst. Dadurch wird die Kommunikation entlang des Grobgitterproblems lokalisiert und die Skalierbarkeit der FETI-DP Methode auch für große Anzahl an Prozessoren sichergestellt. Neben der Parallelisierung der Finiten-Elemente-Methode beschäftigen wir uns in dieser Arbeit mit der Ausnutzung von bestimmten Voraussetzung um auch die sequentielle Effizienz bestehender Implementierung der Finiten-Elemente-Methode zu steigern. In vielen Fällen müssen partielle Differentialgleichungen mit mehreren Variablen gelöst werden. Sehr häufig ist dabei zu beobachten, insbesondere bei der Modellierung mehrere miteinander gekoppelter physikalischer Phänomene, dass die Lösungsstruktur der unterschiedlichen Variablen entweder schwach oder vollständig voneinander entkoppelt ist. In den meisten Implementierungen wird dabei nur ein Gitter zur Diskretisierung aller Variablen des Systems genutzt. Wir stellen eine Finite-Elemente-Methode vor, bei der zwei unabhängig voneinander verfeinerte Gitter genutzt werden können um ein System partieller Differentialgleichungen zu lösen
Pacheco, Roman Oscar. "Evaluation of Finite Element simulation methods for High Cycle Fatigue on engine components". Thesis, Linköpings universitet, Mekanik och hållfasthetslära, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-148779.
Texto completoCascio, Michele. "Coupled Molecular Dynamics and Finite Element Methods for the simulation of interacting particles and fields". Doctoral thesis, Università di Catania, 2019. http://hdl.handle.net/10761/4120.
Texto completoSzegda, Damian. "Experimental investigation and computational modelling of the thermoforming process of thermoplastic starch". Thesis, Brunel University, 2009. http://bura.brunel.ac.uk/handle/2438/3445.
Texto completoFerro, Newton Carlos Pereira. "Uma combinação MEC/MEF para análise de interação solo-estrutura". Universidade de São Paulo, 1999. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-08122017-102331/.
Texto completoIn the present work a combination of the Boundary Element Method (BEM) and the Finite Element Method (FEM) is used for pile-soil interaction analyses, considering the soil as a homogeneous, three-dimensional and infinite medium. The three-dimensional infinite continuous medium is modeled by the BEM, and the piles are, considered as beam elements, modeled by the FEM. This combination also is used for studying the interaction of plates sitting on a continuous medium. The pile equations generated from the FEM are combined with the medium equations generated from the BEM, resulting a complete equation system. Manipulating properly this equation system, a set of stiffness coefficients for the system soil-pile is obtained. Finally, to make the model more comprehensive, it presented a formulation to take into account the soil nonlinear behavior at the pile interface.
Janhunen, Tony y Martin Mikus. "Dynamisk analys och utmattningskontroll med hjälp av fältmätningar och FEM : Fallstudie över SL:s Bro norr om Söderströmsbron". Thesis, KTH, Structural Design and Bridges, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-12228.
Texto completoFöljande examensarbete omfattar en fallstudie av Bro norr om Söderströmsbron, en tunnelbanebro i stål med fyra spår. Den byggdes 1956 som en del av förbindelsen mellan station Gamla stan och station Slussen i Stockholm. I fallstudien, som är ett samarbete mellan KTH och SL, ingår att bedöma brons dynamiska egenskaper, tillstånd avseende utmattning samt att skapa en finita elementmodell av bron. Vidare begränsas fallstudien till brokonstruktionen för det spår som går närmast slussen mellan Mälaren och Saltsjön, och som i dagsläget utgör gröna tunnelbanelinjen mot Farsta strand, Hagsätra och Skarpnäck.
Under 2005 trafikerades det aktuella spåret under högtrafik av 30 tåg i timmen och under lågtrafik av 15 tåg i timmen. När tåg passerar visar bron stora förskjutningar och glapp mellan sliprar och underliggande stålkonstruktion. Dessa förskjutningar skapar spänningar i stålet och avgörande för brons tillstånd avseende utmattning är antalet skadliga spänningsvidder vid kritiska snitt som inträffat sedan brons färdigställande.
Dagens spänningsvidder mäts med hjälp av töjningsgivare placerade i fältmitt. Mätningen har utförts av KTH, avdelningen för Brobyggnad i samband med examensarbetet. Av intresse är utmattningsrisk för svetsad anslutning mellan lång- och tvärbalkar. Utmattningsrisken beräknas dels med typiserade spänningskollektiv enligt BSK 07, dels med verkliga spänningskollektiv enligt Palmgren-Miners delskadehypotes. Enligt båda metoderna konstateras utmattningshållfastheten vara uttömd, med reservation för förbandsklasser och partialkoefficienter. Kollektivparametern κ enligt BSK 07, vilken vid dimensionering beaktar spänningskollektivets form, uppskattas vara närmare 2/3 än SL:s nuvarande värde 5/6.
Ur responsen från givarna konstateras att den dynamiska förstoringsfaktorn vid 60 km/h varierar mellan 0.63 och 1.43, vilket visar att brons respons har ett stort dynamiskt innehåll.
En finita elementmodell skapas i Abaqus med hjälp av Matlab, med syftet att komplettera resultat från mätningar. I modellen studeras töjning, vertikal förskjutning och acceleration, dynamisk förstoringsfaktor och egenmoder. Den statiska responsen för modell och bro konstateras vara snarlik.
This thesis includes a case study of the Bro norr om Söderströmsbron, a steel subway bridge with four rail tracks. The bridge was built in 1956 as a part of the connection between the two subway stations Gamla stan and Slussen in Stockholm. The case study, which is a collaboration between KTH and SL, includes an evaluation of the dynamic properties of the bridge, in which condition it is regarding fatigue and the creation of a finite element model of the bridge. The case study is limited to the construction carrying the rail track closest to the lock between Mälaren and Saltsjön, and now represents the green subway line towards Farsta strand, Hagsätra and Skarpnäck.
In 2005, the train frequency during rush hour was 30 trains per hour and during low traffic 15 trains per hour. When a train crosses, the bridge shows large displacements and gaps between the sleepers and the underlying steel structure. The displacements cause stresses in the steel and crucial to the bridge fatigue state is the number of damaging stress ranges that have occurred since the opening of the bridge.
The current stress variations are measured using strain gauges positioned in the mid-span. Measurements were carried out by KTH, division of Structural Design & Bridges, during this thesis. Of key interest is a welded edge between the main- and crossbeams. The risk of fatigue is calculated using standardised stress ranges according to BSK 07 and Palmgren-Miners cumulative damage theory. According to both methods, the fatigue life of the bridge is exceeded, with reservations to the detail category and partial coefficients. The stress collective parameter κ according to BSK 07, which in design accounts for the distribution of the stress collective, is estimated closer to 2/3 than SL’s present value of 5/6.
According to the strain gauges, the dynamic amplification factor at 60 km/h varies between 0.63 and 1.43, indicating that the bridge’s response has a large dynamic content.
A finite element model is created in Abaqus using Matlab, with the purpose of complementing results from the measurements. In the model, the strain, vertical displacements and acceleration, dynamic amplification and natural modes are studied. The static response of the model and bridge were found to be similar.
QC 20100707
Libros sobre el tema "Finite element methods (FEMs)"
Whiteley, Jonathan. Finite Element Methods. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-49971-0.
Texto completoSchwarz, H. R. Finite element methods. London: Academic, 1988.
Buscar texto completoSchwarz, Hans Rudolf. Finite element methods. London: Academic Press, 1988.
Buscar texto completoPapadopoulos, Vissarion y Dimitris G. Giovanis. Stochastic Finite Element Methods. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-64528-5.
Texto completoFix, George J. Singular finite element methods. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1987.
Buscar texto completoFix, George J. Singular finite element methods. Hampton, Va: ICASE, 1987.
Buscar texto completoWriggers, P. Nonlinear finite element methods. Berlin: Springer, 2008.
Buscar texto completoT, Leung A. Y., ed. Finite element methods in dynamics. Beijing: Science Press, 1991.
Buscar texto completoSabonnadière, Jean-Claude y Jean-Louis Coulomb. Finite Element Methods in CAD. Boston, MA: Springer US, 1987. http://dx.doi.org/10.1007/978-1-4615-9879-4.
Texto completoRoters, Franz, Philip Eisenlohr, Thomas R. Bieler y Dierk Raabe. Crystal Plasticity Finite Element Methods. Weinheim, Germany: Wiley-VCH Verlag GmbH & Co. KGaA, 2010. http://dx.doi.org/10.1002/9783527631483.
Texto completoCapítulos de libros sobre el tema "Finite element methods (FEMs)"
Kaveh, A. "Optimal Force Method for FEMs: Low Order Elements". En Computational Structural Analysis and Finite Element Methods, 215–80. Cham: Springer International Publishing, 2013. http://dx.doi.org/10.1007/978-3-319-02964-1_6.
Texto completoKaveh, A. "Optimal Force Method for FEMS: Higher Order Elements". En Computational Structural Analysis and Finite Element Methods, 281–339. Cham: Springer International Publishing, 2013. http://dx.doi.org/10.1007/978-3-319-02964-1_7.
Texto completoBeuchler, Sven. "Inexact Additive Schwarz Solvers for hp-FEM Discretizations in Three Dimensions". En Advanced Finite Element Methods and Applications, 91–108. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-30316-6_4.
Texto completoSchneider, René. "A Review of Anisotropic Refinement Methods for Triangular Meshes in FEM". En Advanced Finite Element Methods and Applications, 133–52. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-30316-6_6.
Texto completoCuvelier, C., A. Segal y A. A. van Steenhoven. "Error Analysis of the FEM". En Finite Element Methods and Navier-Stokes Equations, 396–406. Dordrecht: Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-010-9333-0_13.
Texto completoPechstein, Clemens y Clemens Hofreither. "A Rigorous Error Analysis of Coupled FEM-BEM Problems with Arbitrary Many Subdomains". En Advanced Finite Element Methods and Applications, 109–32. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-30316-6_5.
Texto completoFröhlich, Peter. "Finite Elemente Methode". En FEM-Anwendungspraxis, 12–23. Wiesbaden: Vieweg+Teubner Verlag, 2005. http://dx.doi.org/10.1007/978-3-663-10053-9_2.
Texto completoFröhlich, Peter. "Die Finite Elemente Methode". En FEM-Leitfaden, 13–24. Berlin, Heidelberg: Springer Berlin Heidelberg, 1995. http://dx.doi.org/10.1007/978-3-642-79383-7_2.
Texto completoKlein, Bernd. "Grundgleichungen der nichtlinearen Finite-Element-Methode". En FEM, 247–65. Wiesbaden: Vieweg+Teubner, 2010. http://dx.doi.org/10.1007/978-3-8348-9388-8_10.
Texto completoKlein, Bernd. "Grundgleichungen der linearen Finite-Element- Methode". En FEM, 16–33. Wiesbaden: Vieweg+Teubner, 2010. http://dx.doi.org/10.1007/978-3-8348-9388-8_3.
Texto completoActas de conferencias sobre el tema "Finite element methods (FEMs)"
Liu, G. R. "On Smoothed Finite Element Methods". En ASME 2013 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/imece2013-62239.
Texto completoKaszynski, Alexander A., Joseph A. Beck y Jeffrey M. Brown. "Automated Finite Element Model Mesh Updating Scheme Applicable to Mistuning Analysis". En ASME Turbo Expo 2014: Turbine Technical Conference and Exposition. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/gt2014-26925.
Texto completoGeng, Jia, Xingwu Zhang, Xuefeng Chen y Xiaofeng Xue. "High-Frequency Vibration Analysis of Thin Plate Based on B-Spline Wavelet on Interval Finite Element Method". En ASME 2016 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/imece2016-65487.
Texto completoVavalle, Nicholas A., Daniel P. Moreno, Joel D. Stitzel y F. Scott Gayzik. "Application of a Standard Quantitative Comparison Method to Assess a Full Body Finite Element Model in Frontal Impact". En ASME 2013 Summer Bioengineering Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/sbc2013-14787.
Texto completoXin, Chen, Qin Ye, Yuan Xiguang, Zhang Ping y Sun Jian. "Updating Finite Element Model of Combined Structures on the Basis of Dynamic Test Results". En ASME 1996 Design Engineering Technical Conferences and Computers in Engineering Conference. American Society of Mechanical Engineers, 1996. http://dx.doi.org/10.1115/96-detc/dac-1061.
Texto completoTu, Tse-Yi, Paul C. P. Chao, Yung-Pin Lee y Yung-Hua Kao. "Optimal Design and Experimental Validation of a New No-Cuff Blood Pressure Sensor Based on a New Finite Element Model". En ASME 2014 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/detc2014-35552.
Texto completoKaszynski, Alexander A., Joseph A. Beck y Jeffrey M. Brown. "Harmonic Convergence Estimation Through Strain Energy Superconvergence". En ASME Turbo Expo 2015: Turbine Technical Conference and Exposition. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/gt2015-44140.
Texto completoDong, Tianyu, Shenfang Yuan y Tianxiang Huang. "Beam Element-Based Inverse Finite Element Method for Shape Reconstruction of a Wing Structure". En ASME 2021 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2021. http://dx.doi.org/10.1115/imece2021-73502.
Texto completoIanculescu, Cristian y Lonny L. Thompson. "Parallel Iterative Finite Element Solution Methods for Three-Dimensional Acoustic Scattering". En ASME 2003 International Mechanical Engineering Congress and Exposition. ASMEDC, 2003. http://dx.doi.org/10.1115/imece2003-55266.
Texto completoKwon, Y. W. "Coupling of Lattice Boltzmann and Finite Element Methods for Fluid-Structure Interaction Application". En ASME 2006 Pressure Vessels and Piping/ICPVT-11 Conference. ASMEDC, 2006. http://dx.doi.org/10.1115/pvp2006-icpvt-11-93212.
Texto completoInformes sobre el tema "Finite element methods (FEMs)"
Martín, A., L. Cirrottola, A. Froehly, R. Rossi y C. Soriano. D2.2 First release of the octree mesh-generation capabilities and of the parallel mesh adaptation kernel. Scipedia, 2021. http://dx.doi.org/10.23967/exaqute.2021.2.010.
Texto completoCosta, Timothy, Stephen D. Bond, David John Littlewood y Stan Gerald Moore. Peridynamic Multiscale Finite Element Methods. Office of Scientific and Technical Information (OSTI), diciembre de 2015. http://dx.doi.org/10.2172/1227915.
Texto completoDolbow, John, Ziyu Zhang, Benjamin Spencer y Wen Jiang. Fracture Capabilities in Grizzly with the extended Finite Element Method (X-FEM). Office of Scientific and Technical Information (OSTI), septiembre de 2015. http://dx.doi.org/10.2172/1244633.
Texto completoKirby, Robert M. y Robert Haimes. Visualization of High-Order Finite Element Methods. Fort Belvoir, VA: Defense Technical Information Center, agosto de 2008. http://dx.doi.org/10.21236/ada500484.
Texto completoHolst, M. Research on parallel adaptive finite element methods. Office of Scientific and Technical Information (OSTI), noviembre de 2000. http://dx.doi.org/10.2172/15013124.
Texto completoBinev, Peter, Wolfgang Dahmen y Ron DeVore. Adaptive Finite Element Methods with Convergence Rates. Fort Belvoir, VA: Defense Technical Information Center, enero de 2003. http://dx.doi.org/10.21236/ada640658.
Texto completoKirby, Robert M. y Robert Haimes. Visualization of High-Order Finite Element Methods. Fort Belvoir, VA: Defense Technical Information Center, marzo de 2013. http://dx.doi.org/10.21236/ada578239.
Texto completoBrannick, James. Finite Element Methods and Multigrid Methods for the Dirac Equation. Office of Scientific and Technical Information (OSTI), enero de 2017. http://dx.doi.org/10.2172/1341949.
Texto completoGarikipati, Krishna y Jakob T. Ostien. Discontinuous Galerkin finite element methods for gradient plasticity. Office of Scientific and Technical Information (OSTI), octubre de 2010. http://dx.doi.org/10.2172/1008112.
Texto completoAronson, E. A. Modeling of magnetic devices with finite-element methods. Office of Scientific and Technical Information (OSTI), marzo de 1989. http://dx.doi.org/10.2172/6363054.
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