Academic literature on the topic 'Conforming FEM'

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Journal articles on the topic "Conforming FEM"

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Rammerstorfer, Franz, and Martin Schanz. "FEM-BEM coupling with non-conforming interfaces." PAMM 11, no. 1 (2011): 487–88. http://dx.doi.org/10.1002/pamm.201110235.

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Wilson, Peter, Tobias Teschemacher, Philipp Bucher, and Roland Wüchner. "Non-conforming FEM-FEM coupling approaches and their application to dynamic structural analysis." Engineering Structures 241 (August 2021): 112342. http://dx.doi.org/10.1016/j.engstruct.2021.112342.

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Selzer, Philipp, and Olaf A. Cirpka. "Postprocessing of standard finite element velocity fields for accurate particle tracking applied to groundwater flow." Computational Geosciences 24, no. 4 (2020): 1605–24. http://dx.doi.org/10.1007/s10596-020-09969-y.

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Abstract Particle tracking is a computationally advantageous and fast scheme to determine travel times and trajectories in subsurface hydrology. Accurate particle tracking requires element-wise mass-conservative, conforming velocity fields. This condition is not fulfilled by the standard linear Galerkin finite element method (FEM). We present a projection, which maps a non-conforming, element-wise given velocity field, computed on triangles and tetrahedra, onto a conforming velocity field in lowest-order Raviart-Thomas-Nédélec ($\mathcal {RTN}_{0}$ R T N 0 ) space, which meets the requirements
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Margenov, Svetozar, and Nikola Kosturski. "MIC(0) preconditioning of 3D FEM problems on unstructured grids: Conforming and non-conforming elements." Journal of Computational and Applied Mathematics 226, no. 2 (2009): 288–97. http://dx.doi.org/10.1016/j.cam.2008.08.033.

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Georgiev, I., J. Kraus, and S. Margenov. "Multilevel preconditioning of rotated bilinear non-conforming FEM problems." Computers & Mathematics with Applications 55, no. 10 (2008): 2280–94. http://dx.doi.org/10.1016/j.camwa.2007.11.008.

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Rüberg, Thomas, Martin Schanz, and Gernot Beer. "Non-conforming FEM-BEM coupling for wave propagation phenomena." PAMM 8, no. 1 (2008): 10333–34. http://dx.doi.org/10.1002/pamm.200810333.

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Schedensack, Mira. "A New Generalization of the P1 Non-Conforming FEM to Higher Polynomial Degrees." Computational Methods in Applied Mathematics 17, no. 1 (2017): 161–85. http://dx.doi.org/10.1515/cmam-2016-0031.

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AbstractThis paper generalizes the non-conforming FEM of Crouzeix and Raviart and its fundamental projection property by a novel mixed formulation for the Poisson problem based on the Helmholtz decomposition. The new formulation allows for ansatz spaces of arbitrary polynomial degree and its discretization coincides with the mentioned non-conforming FEM for the lowest polynomial degree. The discretization directly approximates the gradient of the solution instead of the solution itself. Besides the a priori and medius analysis, this paper proves optimal convergence rates for an adaptive algori
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Margenov, S., and P. Minev. "On a preconditioning of non-conforming mixed FEM elliptic problems." Mathematics and Computers in Simulation 76, no. 1-3 (2007): 149–54. http://dx.doi.org/10.1016/j.matcom.2007.01.021.

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Kolev, Tzanio V., and Svetozar D. Margenov. "Two-level preconditioning of pure displacement non-conforming FEM systems." Numerical Linear Algebra with Applications 6, no. 7 (1999): 533–55. http://dx.doi.org/10.1002/(sici)1099-1506(199910/11)6:7<533::aid-nla175>3.0.co;2-7.

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XU, X., G. R. LIU, Y. T. GU, and G. Y. ZHANG. "A CONFORMING POINT INTERPOLATION METHOD (CPIM) BY SHAPE FUNCTION RECONSTRUCTION FOR ELASTICITY PROBLEMS." International Journal of Computational Methods 07, no. 03 (2010): 369–95. http://dx.doi.org/10.1142/s0219876210002295.

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A conforming point interpolation method (CPIM) is proposed based on the Galerkin formulation for 2D mechanics problems using triangular background cells. A technique for reconstructing the PIM shape functions is proposed to create a continuous displacement field over the whole problem domain, which guarantees the CPIM passing the standard patch test. We prove theoretically the existence and uniqueness of the CPIM solution, and conduct detailed analyses on the convergence rate; computational efficiency and band width of the stiffness matrix of CPIM. The CPIM does not introduce any additional de
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Dissertations / Theses on the topic "Conforming FEM"

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Cenanovic, Mirza, and Mahdieh Khanmohammadi. "Implementation of a non-conforming rotated Q1 approximation on tetrahedron." Thesis, Högskolan i Halmstad, Sektionen för Informationsvetenskap, Data– och Elektroteknik (IDE), 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-15518.

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Our project consists of two parts (A and B). In part A we solve a linear elasticity problem with implementing a rotated  approximation method and simulating the problem in commercial softwares (COMSOL and SolidWorks). To evaluate the results we implement an analytical eigenvalue solver. As a simple case, we use a cube with side length of L = 1m made of Alloy steel with density of 7850 Kg/m^3.  In part B we implement a time dependent linear elasticity problem on a beam made of Alloy steel with density of 7850 Kg/m^3 with size of 1x0.1x0.01m. We use the implicit method to solve our problem. The
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SCIALO', STEFANO. "Development and analysis of a novel optimization approach for the simulation of the flow in large scale discrete fracture networks with non-conforming finite elements / Sviluppo ed analisi di un nuovo approccio per la simulazione del flusso in network discreti di fratture su larga scala basato su un metodo di ottimizzazione ed elementi finiti su griglie non conformi." Doctoral thesis, Politecnico di Torino, 2014. http://hdl.handle.net/11583/2535692.

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The present Thesis reports the description of a new numerical model for the definition of the hydraulic head distribution in Discrete Fracture Networks (DFNs). The solution to the DFN problem is obtained through a PDE constrained minimization approach. The problem on the whole DFN can be split in many small sub-problems on the fractures that can be solved independently from each other, and resorting to the minimization of a cost functional to enforce the compatibility conditions at fracture intersections. In such a way the complexity of the initial problem can be handled more efficiently in p
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Garg, Deepika. "Generalized local projection stabilized finite element methods for boundary value problems." Thesis, 2020. https://etd.iisc.ac.in/handle/2005/4982.

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The primary goal of this thesis work is to study a priori analysis based on the generalized local projection stabilized (GLPS) finite element methods for the system of linear partial differential equations of first and second-order, such as the advection-reaction equation, the Darcy equations, and the Stokes problems. It is well-known that applying the standard Galerkin finite element method (FEM) to these types of problems induces spurious oscillations in the numerical solution. Nevertheless, the stability and accuracy of the standard Galerkin solution can be enhanced by applying stabilizatio
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Books on the topic "Conforming FEM"

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Supplemental contract: Executed in conformity with a resolution of the Board of Directors, passed on the 17th February, 1874. s.n., 1985.

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Wagner, R. Harrison. Rationalism and Security. Oxford University Press, 2017. http://dx.doi.org/10.1093/acrefore/9780190846626.013.285.

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In 1969, the game theorist John Harsanyi wrote an article criticizing the two main postulates of the general theory of social behavior prevalent at the time: the functionalist approach to the explanation of social institutions and the conformist approach to the explanation of individual behavior. According to Harsanyi, functionalist and conformist theories overstated the degree of consensus in societies, could not account for change, and described observed behavior without explaining it. Harsanyi proposed an alternative approach provided by theories based on the concept of rational choice (rat
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L'ordine della corona di ferro e le altre ricompense concesse da Napoleone I nel Regno italico: Con gli elenchi dei decorati, dei titolati e dei donatarî complilati in conformità dei decreti e delle lettere patenti originali e sugli atti ufficiali conservati nell'Archivio di Stato di Milano. Phasar, 2014.

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Empson, Laura. Leading Insecure Overachievers. Oxford University Press, 2017. http://dx.doi.org/10.1093/oso/9780198744788.003.0006.

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This chapter focuses on the rank-and-file fee-earning professionals. It examines the origins of insecurity among professionals and explains how their organizations amplify and exploit it. Elite professional organizations provide insecure overachieving individuals with the security of exceptional psychic as well as financial rewards through offers of employment. This chapter explains how and why professionals enjoy the comforts of being associated with an elite organization and how they are able to incorporate its elite status into their own identity. ‘Comforting’ social control mechanisms embo
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Viteri, María Amelia, Michael Hill, Julie L. Williams, et al. Diversidades espirituales y religiosas en Quito, Ecuador: Una mirada desde la etnografía colaborativa. USFQ PRESS, 2018. https://doi.org/10.18272/usfqpress.m13.

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Este libro aborda las religiones y espiritualidades de trece micro contextos de comunidades de fe en el Distrito Metropolitano de Quito, a partir de una etnografía colaborativa entre estas comunidades, profesores, estudiantes y el equipo de Museo de la Ciudad, de la mano con los equipos de visualidades. En esta colaboración se acentúa el proceso de construcción de una cociudadanía que favorece la pedagogía, la educación pública y la crítica social. En autoría colectiva, sus autores muestran una ciudad en constante proceso de reconfiguración de creencias a partir de migraciones coloniales y con
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Hauser, Emily, and Helena Taylor, eds. Women Re-Creating Classics. Bloomsbury Publishing Plc, 2025. https://doi.org/10.5040/9781350445109.

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In the last few years, there has been a major and unmissable surge in women’s retellings and re-creations of ancient myths and texts that has put women’s re-creations of Classics centre-stage. Drawing together an interdisciplinary range of creative and scholarly voices, this volume asks why classical creative retellings by women are so popular now—and considers what creativity can do to foster new ways of thinking and writing about Classics, thus blurring the boundary between the creative and the critical. Contributors engage with debates on how to make Classics more accessible through the med
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Whittle, Ian. Head injury. Oxford University Press, 2011. http://dx.doi.org/10.1093/med/9780198569381.003.0589.

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Head injury or traumatic brain injury is a ubiquitous phenomenon in all societies and affects up to 2 per cent of the population per year (Bullock et al. 2006). Although the causes of head injury and its distribution within populations vary, it can have devastating consequences both for the patient and family (Tagliaferri et al. 2006). In some countries severe traumatic brain injury is the commonest cause of death in people under 40 years (Lee et al. 2006), and it is estimated that the sequelae of head injury cost societies billions of dollars per year. Understanding of the pathophysiology, di
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Book chapters on the topic "Conforming FEM"

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Boyanova, P., M. Do-Quang, and M. Neytcheva. "Block-Preconditioners for Conforming and Non-conforming FEM Discretizations of the Cahn-Hilliard Equation." In Large-Scale Scientific Computing. Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-29843-1_62.

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Schnack, E., R. Carmine, I. Becker, and N. Karaosmanoglu. "Mixed Non-Conforming Technique for Coupling FEM and BEM." In Computational Mechanics ’88. Springer Berlin Heidelberg, 1988. http://dx.doi.org/10.1007/978-3-642-61381-4_30.

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Blaheta, Radim, Svetozar Margenov, and Maya Neytcheva. "Aggregation-Based Multilevel Preconditioning of Non-conforming FEM Elasticity Problems." In Applied Parallel Computing. State of the Art in Scientific Computing. Springer Berlin Heidelberg, 2006. http://dx.doi.org/10.1007/11558958_102.

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Kolev, Tzanio, and Svetozar Margenov. "AMLI Preconditioning of Pure Displacement Non-conforming Elasticity FEM Systems." In Lecture Notes in Computer Science. Springer Berlin Heidelberg, 2001. http://dx.doi.org/10.1007/3-540-45262-1_56.

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Blaheta, Radim. "Application of Hierarchical Decomposition: Preconditioners and Error Estimates for Conforming and Nonconforming FEM." In Large-Scale Scientific Computing. Springer Berlin Heidelberg, 2008. http://dx.doi.org/10.1007/978-3-540-78827-0_7.

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Boyanova, P. T., and S. D. Margenov. "Multilevel Splitting of Weighted Graph-Laplacian Arising in Non-conforming Mixed FEM Elliptic Problems." In Lecture Notes in Computer Science. Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-00464-3_22.

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Lube, Gert, and Philipp W. Schroeder. "Implicit LES with High-Order H(div)-Conforming FEM for Incompressible Navier-Stokes Flows." In Lecture Notes in Computational Science and Engineering. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-41800-7_10.

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Lazarov, Raytcho D., and Svetozar D. Margenov. "On a Two-Level Parallel MIC(0) Preconditioning of Crouzeix-Raviart Non-conforming FEM Systems." In Numerical Methods and Applications. Springer Berlin Heidelberg, 2003. http://dx.doi.org/10.1007/3-540-36487-0_21.

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Guarnieri, Patrizia. "L’Ateneo durante il regime fascista." In Dialoghi con la società. Firenze University Press, 2024. http://dx.doi.org/10.36253/979-12-215-0282-4.12.

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In 1931, none of the Florentine academics refused to take the oath of allegiance to Fascism, as very few did throughout Italy. Yet, just six years earlier, the signatories of the so-called Croce manifesto from the University of Florence were more numerous than those from Rome and Turin. The leggi fascistissime crushed open dissent; pressures, recommendations, and violence isolated and silenced it. In the specific context of the university community in Florence, this article examines the different behaviors of its members: surrender, responsibility, conformism, resistance that remained in the s
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Böhmer, Klaus. "Conforming finite element methods (FEMs)." In Numerical Methods for Nonlinear Elliptic Differential Equations. Oxford University Press, 2010. http://dx.doi.org/10.1093/acprof:oso/9780199577040.003.0004.

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Conference papers on the topic "Conforming FEM"

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KOLEV, TZANIO V., and SVETOZAR D. MARGENOV. "MULTILEVEL HB PRECONDITIONING OF NON-CONFORMING FEM SYSTEMS." In Proceedings of the Fourth International Conference. WORLD SCIENTIFIC, 1999. http://dx.doi.org/10.1142/9789814291071_0060.

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Salzmann, Eugen, Florian Zwickey, and Stefanie Elgeti. "Computing the jump-term in space-time FEM for arbitrary temporal interpolation." In VI ECCOMAS Young Investigators Conference. Editorial Universitat Politècnica de València, 2021. http://dx.doi.org/10.4995/yic2021.2021.12588.

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One approach with rising popularity in analyzing time-dependent problems in scienceand engineering is the so-called space-time finite-element method that utilized finiteelementsin both space and time. A common ansatz in this context is to divide the meshin temporal direction into so-called space-time slabs, which are subsequently weaklyconnected in time with a Discontinuous Galerkin approach. The corresponding jumpterm,which is responsible for imposing the weak continuity across space-time slabs canbe challenging to compute, in particular in the context of deforming domains. Ensuringa conformi
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Iwanowski, Bogdan, Rune Gladso̸, and Marc Lefranc. "Wave-In-Deck Load on a Jacket Platform, CFD-Derived Pressures and Non-Linear Structural Response." In ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-79053.

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The paper presents an industrial application of CFD and non-linear structural response codes in offshore technology. A Wave-In-Deck load due to an extreme wave, acting on a jacket platform, is studied numerically. Particular attention is given to details of local flow and local non-linear dynamical response of the structure. A very detailed FEM model of the platform deck structure, composed of shell elements, is embedded into a non body-conforming CFD grid of computational cells. The applied CFD code is a Navier-Stokes equation solver with an improved Volume of Fluid (iVOF) method employed to
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Zhang, Kaidi, Yunqing Zhang, Junwei Shi, and Weili Kong. "Modeling of Lunar Rover Vehicle Wheel-Soil Interaction Using Fem-Dem Method." In 11th Asia-Pacific Regional Conference of the ISTVS. International Society for Terrain-Vehicle Systems, 2022. http://dx.doi.org/10.56884/otlt5367.

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Apollo Lunar Rover Vehicle (LRV) used wire mesh wheels to adapt to the loose and soft soil conditions on the lunar surface, aimed to meet the mobility performance of LRV on the moon. Therefore, it is of great significance to study the wheel-soil interaction characteristics of the wire mesh wheel to improve the maneuverability and traction performance of LRVs. This paper proposed a coupled analysis method of wire mesh wheel-soil based on the DEM-FEM method. Firstly, a lunar terrain DEM model was established, which conforming to the physical characteristics of the lunar soil. Then, a FEM model o
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Ferguson, J., J. Kópházi, and M. D. Eaton. "Polygonal Virtual Element Spatial Discretisation Methods for the Neutron Diffusion Equation With Applications in Nuclear Reactor Physics." In 2018 26th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/icone26-81317.

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In this paper the application of the virtual element method (VEM) to the multigroup, neutron diffusion equation will be presented. The VEM is a recently developed Bubnov-Galerkin spatial discretisation method based largely on the mimetic finite difference method (MFD) that preserves the properties of the underlying vector operators. It can discretise elliptic partial differential equations (PDEs) on arbitrary polygonal/polyhedral meshes with arbitrary order and regularity. Deterministic, geometry conforming methods, used to solve multigroup, neutron diffusion, nuclear reactor physics problems
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Kumar, Ashok V., and Ravi K. Burla. "Finite Element Analysis Using Uniform B-Spline Basis." In ASME 2008 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/detc2008-49696.

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Implicit boundary finite element method uses structured grids for analysis instead of a conforming finite element mesh. The geometry of the structure is represented independently using curve / surface equations. These equations are used to apply boundary conditions even though there may not be nodes available on the boundary. In this paper, this method is applied for analysis using uniform B-spline basis defined over structured grids. Solutions can be constructed that are C1 or C2 continuous throughout the analysis domain using B-spline basis functions. Therefore, the computed stress and strai
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Tsao, Wen-Huai, Rebecca Schurr, and Christopher E. Kees. "High-Order Phase-Resolving Method for Wave Transformation Over Natural Shorelines." In ASME 2023 42nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2023. http://dx.doi.org/10.1115/omae2023-104544.

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Abstract The use of nature-based facilities has become a popular solution to coastal hazard mitigation and shoreline stabilization. Emergent vegetation, such as mangrove forests, has been proven an effective protective system for alleviating wave and surge impact during a tsunami or tropical cyclone event. To reduce the quantification work and uncertain parameterized equations when modeling the wave height attenuation and momentum dissipation through emergent marsh vegetation, a new approach for implementing a high order Cut Finite Element Method (CutFEM) for problems with embedded solid struc
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Hikita, Y., and T. Kato. "Numerical Simulations of Soft Coating Deformation by Particle Method." In ASME/STLE 2007 International Joint Tribology Conference. ASMEDC, 2007. http://dx.doi.org/10.1115/ijtc2007-44174.

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Conformability is one of the most important property for sliding bearings at the initial running-in stage. In order to improve this property, most bearings are coated with a soft overlay by several microns in thickness. The conformability relates closely to the plastic deformation and the slight wear of the coating made of resin or soft metal. To evaluate this conforming process, various tests have been conducted, and at the same time numerical simulations needs to be established. We try to develop a numerical simulation by a discrete particle method for analyzing elastic-plastic deformation o
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Habibi, A. "Numerical Stress Computation Around Cavity Using Boundary Element Method for Elastic Material." In 58th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2024. http://dx.doi.org/10.56952/arma-2024-0488.

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ABSTRACT: Precise estimation of field variable values around a cavity is vital for excavation operation safety. The singular nature of stress around the cavity makes the computations challenging for Finite Element Method (FEM) software. Although the Boundary Element Method (BEM) offers a semi-analytical formulation, it gives rise to a set of new challenges in boundary condition enforcement, allocating the traction variables at corners, integration, solving, and post-processing. In this study, the problem of a small cavity inside a three-dimensional elastic domain has been explored using contin
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Kumar, Goldy, and Vadim Shapiro. "Analysis of Multi-Material Bonded Assemblies on a Non-Conforming Mesh." In ASME 2012 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/detc2012-70748.

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Bonded multi-material assemblies arise frequently in design, manufacturing, architecture, and materials design. It is a common wisdom that finite element analysis of such assemblies usually requires all components to be represented by compatible finite element meshes; application of meshfree methods in such situations is often considered problematic due to the need to impose additional interface conditions. Neither approach scales to deal with realistically complex models arising in many applications. We propose a simple extension of meshfree analysis on a non-conforming mesh for linear struct
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Reports on the topic "Conforming FEM"

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Martín, A., L. Cirrottola, A. Froehly, R. Rossi, and 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.

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This document presents a description of the octree mesh-generation capabilities and of the parallel mesh adaptation kernel. As it is discussed in Section 1.3.2 of part B of the project proposal there are two parallel research lines aimed at developing scalable adaptive mesh refinement (AMR) algorithms and implementations. The first one is based on using octree-based mesh generation and adaptation for the whole simulation in combination with unfitted finite element methods (FEMs) and the use of algebraic constraints to deal with non-conformity of spaces. On the other hand the second strategy is
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