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    <title>DSpace Community:</title>
    <link>http://hdl.handle.net/2099/6549</link>
    <description />
    <pubDate>Tue, 21 May 2013 14:39:15 GMT</pubDate>
    <dc:date>2013-05-21T14:39:15Z</dc:date>
    <itunes:owner>
      <itunes:email>webmaster.bupc@upc.edu</itunes:email>
      <itunes:name>Universitat Politècnica de Catalunya. Servei de Biblioteques i Documentació</itunes:name>
    </itunes:owner>
    <itunes:explicit>no</itunes:explicit>
    <itunes:keywords />
    <image>
      <title>The Channel Image</title>
      <url>http://eprints.upc.es:80/revistes/retrieve/35104/logo_LaCaN.gif</url>
      <link>http://hdl.handle.net/2099/6549</link>
    </image>
    <item>
      <title>Strict error bounds in linear solid mechanics using a subdomain-based flux-free approach</title>
      <link>http://hdl.handle.net/2099/7821</link>
      <description>Title: Strict error bounds in linear solid mechanics using a subdomain-based flux-free approach
Authors: Cottereau, Regis; Díez, Pedro
Abstract: In this paper, we derive, in the framework of the ux-free method, strict bounds for the energy norm of the error associated to a finite element computation. In that framework, and when using linear elements, the problems posed on the subdomains are solvable only when modified by the introduction of a projection operator in the residual.&#xD;
We introduce a new such operator, and show that, in the context of a dual formulation,&#xD;
it further allows to construct statically admissible fields over each subdomain. When&#xD;
combined, these local stress fields provide the desired strict bound.</description>
      <pubDate>Mon, 08 Jun 2009 11:56:46 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2099/7821</guid>
      <dc:date>2009-06-08T11:56:46Z</dc:date>
      <itunes:author>Cottereau, Regis; Díez, Pedro</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords>Error estimation, Error bounds, Residual-based estimators, Functional outputs</itunes:keywords>
      <itunes:summary>In this paper, we derive, in the framework of the ux-free method, strict bounds for the energy norm of the error associated to a finite element computation. In that framework, and when using linear elements, the problems posed on the subdomains are solvable only when modified by the introduction of a projection operator in the residual.&#xD;
We introduce a new such operator, and show that, in the context of a dual formulation,&#xD;
it further allows to construct statically admissible fields over each subdomain. When&#xD;
combined, these local stress fields provide the desired strict bound.</itunes:summary>
    </item>
    <item>
      <title>The block gauss-seidel method in sound transmission problems</title>
      <link>http://hdl.handle.net/2099/7820</link>
      <description>Title: The block gauss-seidel method in sound transmission problems
Authors: Poblet Puig, Jordi; Rodríguez Ferran, Antonio
Abstract: Sound transmission through partitions can be modelled as an acoustic fluid-elastic structure interaction problem. The block Gauss-Seidel iterative method is used in&#xD;
order to solve the finite element linear system of equations. The blocks are defined in a natural way, respecting the fluid and structural domains. The convergence criterion (spectral radius of iteration matrix smaller than one) is analysed and interpreted in physical terms by means of simple one-dimensional problems. This analysis highlights the negative influence on the convergence of a strong degree of coupling between the acoustic domains. A selective coupling strategy has been developed and successfully applied to problems with strong coupling (i.e. sound transmission through double walls).</description>
      <pubDate>Mon, 08 Jun 2009 11:23:31 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2099/7820</guid>
      <dc:date>2009-06-08T11:23:31Z</dc:date>
      <itunes:author>Poblet Puig, Jordi; Rodríguez Ferran, Antonio</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords>Sound transmission, Block iterative solver, Fluid-structure interaction, Double walls</itunes:keywords>
      <itunes:summary>Sound transmission through partitions can be modelled as an acoustic fluid-elastic structure interaction problem. The block Gauss-Seidel iterative method is used in&#xD;
order to solve the finite element linear system of equations. The blocks are defined in a natural way, respecting the fluid and structural domains. The convergence criterion (spectral radius of iteration matrix smaller than one) is analysed and interpreted in physical terms by means of simple one-dimensional problems. This analysis highlights the negative influence on the convergence of a strong degree of coupling between the acoustic domains. A selective coupling strategy has been developed and successfully applied to problems with strong coupling (i.e. sound transmission through double walls).</itunes:summary>
    </item>
    <item>
      <title>Simple assessment of the numerical wave number in the fe solution of the helmholtz equation</title>
      <link>http://hdl.handle.net/2099/7819</link>
      <description>Title: Simple assessment of the numerical wave number in the fe solution of the helmholtz equation
Authors: Steffens, Lindaura Maria; Díez, Pedro
Abstract: When numerical methods are applied to the computation of stationary waves, it is observed that "numerical waves" are dispersive for high wave numbers. The numerical wave shows a phase velocity which depends on the wave number "k" of the Helmholtz equation. Recent works on goal-oriented error estimation techniques with respect to socalled quantities of interest or output functionals are developing. Thus, taken into account such aspects, the main purpose of this paper is a posteriori error estimation through of a assessment of the numerical wave number in finite element solution fot he simulation of acoustic wave propagation problems adressed by Helmholtz equation. A method to measure the dispersion on classical Galerkin FEM is presented. In this analysis, the phase difference between the exact and numerical solutions is researched. Fundamental results from a priori error estimation for one-dimensional are presented and issues dealing with pollution error at high wave numbers also are discussed.</description>
      <pubDate>Mon, 08 Jun 2009 11:13:41 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2099/7819</guid>
      <dc:date>2009-06-08T11:13:41Z</dc:date>
      <itunes:author>Steffens, Lindaura Maria; Díez, Pedro</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords>Helmholtz equation, Wave number, Dispersion and pollution effect</itunes:keywords>
      <itunes:summary>When numerical methods are applied to the computation of stationary waves, it is observed that "numerical waves" are dispersive for high wave numbers. The numerical wave shows a phase velocity which depends on the wave number "k" of the Helmholtz equation. Recent works on goal-oriented error estimation techniques with respect to socalled quantities of interest or output functionals are developing. Thus, taken into account such aspects, the main purpose of this paper is a posteriori error estimation through of a assessment of the numerical wave number in finite element solution fot he simulation of acoustic wave propagation problems adressed by Helmholtz equation. A method to measure the dispersion on classical Galerkin FEM is presented. In this analysis, the phase difference between the exact and numerical solutions is researched. Fundamental results from a priori error estimation for one-dimensional are presented and issues dealing with pollution error at high wave numbers also are discussed.</itunes:summary>
    </item>
    <item>
      <title>Numerical integration by using local-node gauss-hermite cubature</title>
      <link>http://hdl.handle.net/2099/7818</link>
      <description>Title: Numerical integration by using local-node gauss-hermite cubature
Authors: Millán, Raúl Daniel; Rosolen, Adrián Martín; Arroyo Balaguer, Marino
Abstract: A local–node numerical integration scheme for meshless methods is presented in this work. The distinguishing characteristic of the introduced scheme is that not support&#xD;
mesh or grid to perform numerical integration is needed, besides the fact that gauss cubature points for each node are generated in a properly fashion and that the extension of the methodology to high dimensions is straightforward. The numerical integration is computed with the Gauss–Hermite cubature formulas, and the partition of unity is employed to introduce the Gaussian weight in a natural way. Selected numerical tests in two-dimensions are used to illustrate the validity of the proposed methodology. Although the obtained results are encouraging, the behavior of the integration error is not still well&#xD;
understood when the dimensionless parameter which control the width of the Gaussian&#xD;
kernel varies.</description>
      <pubDate>Mon, 08 Jun 2009 10:53:59 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2099/7818</guid>
      <dc:date>2009-06-08T10:53:59Z</dc:date>
      <itunes:author>Millán, Raúl Daniel; Rosolen, Adrián Martín; Arroyo Balaguer, Marino</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords>Meshfree methods, Gauss–Hermite cubature, Numerical integration</itunes:keywords>
      <itunes:summary>A local–node numerical integration scheme for meshless methods is presented in this work. The distinguishing characteristic of the introduced scheme is that not support&#xD;
mesh or grid to perform numerical integration is needed, besides the fact that gauss cubature points for each node are generated in a properly fashion and that the extension of the methodology to high dimensions is straightforward. The numerical integration is computed with the Gauss–Hermite cubature formulas, and the partition of unity is employed to introduce the Gaussian weight in a natural way. Selected numerical tests in two-dimensions are used to illustrate the validity of the proposed methodology. Although the obtained results are encouraging, the behavior of the integration error is not still well&#xD;
understood when the dimensionless parameter which control the width of the Gaussian&#xD;
kernel varies.</itunes:summary>
    </item>
    <item>
      <title>Bounds and adaptivity for 3D limit analysis</title>
      <link>http://hdl.handle.net/2099/7817</link>
      <description>Title: Bounds and adaptivity for 3D limit analysis
Authors: Muñoz, José J.; Bonet Carbonell, Javier; Huerta, Antonio; Peraire Guitart, Jaume
Abstract: In the present paper we compute upper and lower bounds for limit analysis in two and three dimensions. From the solution of the discretised upper and lower bound problems, and from the optimum displacement rate and stress fields, we compute an error estimate defined at the body elements and at their boundaries, which are applied in an adaptive remeshing strategy. In order to reduce the computational cost in 3D limit analysis, the tightness of the upper bound is relaxed and its computation avoided. Instead, the results of the lower bound are used to estimate elemental and edge errors. The theory has been implemented for Von Mises materials, and applied to two- and three-dimensions&#xD;
examples.</description>
      <pubDate>Mon, 08 Jun 2009 10:28:14 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2099/7817</guid>
      <dc:date>2009-06-08T10:28:14Z</dc:date>
      <itunes:author>Muñoz, José J.; Bonet Carbonell, Javier; Huerta, Antonio; Peraire Guitart, Jaume</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords>Adaptivity, SOCP, Limit analysis, Bounds, Error estimates</itunes:keywords>
      <itunes:summary>In the present paper we compute upper and lower bounds for limit analysis in two and three dimensions. From the solution of the discretised upper and lower bound problems, and from the optimum displacement rate and stress fields, we compute an error estimate defined at the body elements and at their boundaries, which are applied in an adaptive remeshing strategy. In order to reduce the computational cost in 3D limit analysis, the tightness of the upper bound is relaxed and its computation avoided. Instead, the results of the lower bound are used to estimate elemental and edge errors. The theory has been implemented for Von Mises materials, and applied to two- and three-dimensions&#xD;
examples.</itunes:summary>
    </item>
    <item>
      <title>3D nurbs-enhanced finite element method</title>
      <link>http://hdl.handle.net/2099/7816</link>
      <description>Title: 3D nurbs-enhanced finite element method
Authors: Sevilla Cárdenas, Rubén; Fernandez Mendez, Sonia; Huerta, Antonio
Abstract: An improvement of the classical finite element method is proposed in [1], the NURBS-Enhanced Finite Element Method (NEFEM). It is able to exactly represent the geometry by means of the usual CAD description of the boundary with Non-Uniform&#xD;
Rational B-Splines (NURBS). For elements not intersecting the boundary, a standard&#xD;
finite element interpolation and numerical integration is used. But elements intersecting the NURBS boundary need a specifically designed piecewise polynomial interpolation and numerical integration. This document presents preliminary work on the 3D extension of NEFEM.</description>
      <pubDate>Mon, 08 Jun 2009 10:12:04 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2099/7816</guid>
      <dc:date>2009-06-08T10:12:04Z</dc:date>
      <itunes:author>Sevilla Cárdenas, Rubén; Fernandez Mendez, Sonia; Huerta, Antonio</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords>NURBS, Finite Elements, CAD, Exact geometry representation, High-order isoparametric finite elements</itunes:keywords>
      <itunes:summary>An improvement of the classical finite element method is proposed in [1], the NURBS-Enhanced Finite Element Method (NEFEM). It is able to exactly represent the geometry by means of the usual CAD description of the boundary with Non-Uniform&#xD;
Rational B-Splines (NURBS). For elements not intersecting the boundary, a standard&#xD;
finite element interpolation and numerical integration is used. But elements intersecting the NURBS boundary need a specifically designed piecewise polynomial interpolation and numerical integration. This document presents preliminary work on the 3D extension of NEFEM.</itunes:summary>
    </item>
    <item>
      <title>Acoplamiento del modelo regional de calidad de aire (CMAQ) con el modelo de emisiones locales mediante elementos finitos</title>
      <link>http://hdl.handle.net/2099/7815</link>
      <description>Title: Acoplamiento del modelo regional de calidad de aire (CMAQ) con el modelo de emisiones locales mediante elementos finitos
Authors: Pérez Foguet, Agustí; Oliver Serra, Albert
Abstract: Existen modelos regionales de calidad del aire que son muy utilizados. Estos&#xD;
modelos tienen modelos para estudiar el aporte de contaminantes provocados por fuentes importantes de contaminación, como pueden ser chimeneas, o poligonos industriales. El modelo regional que estudiamos en este trabajo es el CMAQ (Community Multiscale Air Quality), que usa el Plume-in-Grid (PinG) como modelo para estudiar el aporte de fuentes locales de contaminación. El PinG és un modelo lagrangiano de pluma gausiana, y en&#xD;
este trabajo queremos cambiar esta estratégia de modelación de emisores puntuales por un modelo euleriano por elementos finitos. Para poder conseguir la integración, mallamos nuestro volumen de estudio, mediante una estratégia que nos permite la fácil integración de los tetrahedros de nuestro modelo de elementos finitos, con los elementos del modelo regional. Tambien necesitamos interpolar&#xD;
el campo de viento que nos da el modelo regional para conocer el campo de viento los&#xD;
nodos de nuestro dominio. Finalmente necesitamos usar los valores de contaminación del modelo regional en nuestro modelo local.</description>
      <pubDate>Mon, 08 Jun 2009 09:47:57 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2099/7815</guid>
      <dc:date>2009-06-08T09:47:57Z</dc:date>
      <itunes:author>Pérez Foguet, Agustí; Oliver Serra, Albert</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords>CMAQ, Elementos Finitos, Dispersión, Contaminación atmosférica, Transporte, Malla, Interpolación, Campo de viento</itunes:keywords>
      <itunes:summary>Existen modelos regionales de calidad del aire que son muy utilizados. Estos&#xD;
modelos tienen modelos para estudiar el aporte de contaminantes provocados por fuentes importantes de contaminación, como pueden ser chimeneas, o poligonos industriales. El modelo regional que estudiamos en este trabajo es el CMAQ (Community Multiscale Air Quality), que usa el Plume-in-Grid (PinG) como modelo para estudiar el aporte de fuentes locales de contaminación. El PinG és un modelo lagrangiano de pluma gausiana, y en&#xD;
este trabajo queremos cambiar esta estratégia de modelación de emisores puntuales por un modelo euleriano por elementos finitos. Para poder conseguir la integración, mallamos nuestro volumen de estudio, mediante una estratégia que nos permite la fácil integración de los tetrahedros de nuestro modelo de elementos finitos, con los elementos del modelo regional. Tambien necesitamos interpolar&#xD;
el campo de viento que nos da el modelo regional para conocer el campo de viento los&#xD;
nodos de nuestro dominio. Finalmente necesitamos usar los valores de contaminación del modelo regional en nuestro modelo local.</itunes:summary>
    </item>
    <item>
      <title>Shock-capturing with discontinuous garlekin methods</title>
      <link>http://hdl.handle.net/2099/7814</link>
      <description>Title: Shock-capturing with discontinuous garlekin methods
Authors: Huerta, Antonio; Casoni, Eva
Abstract: A shock capturing strategy for high order Discontinuous Galerkin methods for&#xD;
conservation laws is proposed. We present a method in the one-dimensional case based&#xD;
on the introduction of artificial viscosity into the original equations. With this approach the shock is capture with sharp resolution maintaining high-order accuracy. The ideas for the extension to the two-dimensional case are also set.</description>
      <pubDate>Mon, 08 Jun 2009 08:32:41 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2099/7814</guid>
      <dc:date>2009-06-08T08:32:41Z</dc:date>
      <itunes:author>Huerta, Antonio; Casoni, Eva</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords>Discontinuous Galerkin, Artificial Viscosity, Discontinuity Sensor</itunes:keywords>
      <itunes:summary>A shock capturing strategy for high order Discontinuous Galerkin methods for&#xD;
conservation laws is proposed. We present a method in the one-dimensional case based&#xD;
on the introduction of artificial viscosity into the original equations. With this approach the shock is capture with sharp resolution maintaining high-order accuracy. The ideas for the extension to the two-dimensional case are also set.</itunes:summary>
    </item>
    <item>
      <title>Management, design and developement of a mesh generation environment using open source software</title>
      <link>http://hdl.handle.net/2099/7813</link>
      <description>Title: Management, design and developement of a mesh generation environment using open source software
Authors: Roca Navarro, Francisco Javier; Ruiz Gironès, Eloi; Sarrate Ramos, Josep
Abstract: In this paper we present an object oriented implementation of a general-purpose mesh generation environment for geometry-based simulations. The aim of this application is to unify available legacy code and new research algorithms in only one mesh&#xD;
generation suite. We focus in two aspects that can be of the general interest for managers, designers and developers of similar projects. On the one hand, we analyze the software engineering practices that we have followed in the management and development process. In addition, we detail and discuss the Open Source tools and libraries that we have used. On the other hand, we discuss the design and the data structure of the environment. In particular, we first summarize the topological and geometrical representation. Second, we&#xD;
detail our implementation of the hierarchical mesh generation structure. Third we present our design to mediate collaboration between classes. Finally, we present some of the mesh generation features to show the capabilities of the environment.</description>
      <pubDate>Mon, 08 Jun 2009 08:15:56 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2099/7813</guid>
      <dc:date>2009-06-08T08:15:56Z</dc:date>
      <itunes:author>Roca Navarro, Francisco Javier; Ruiz Gironès, Eloi; Sarrate Ramos, Josep</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords>Mesh generation, Software engineering, Agile methodologies, Design patterns, Data structure</itunes:keywords>
      <itunes:summary>In this paper we present an object oriented implementation of a general-purpose mesh generation environment for geometry-based simulations. The aim of this application is to unify available legacy code and new research algorithms in only one mesh&#xD;
generation suite. We focus in two aspects that can be of the general interest for managers, designers and developers of similar projects. On the one hand, we analyze the software engineering practices that we have followed in the management and development process. In addition, we detail and discuss the Open Source tools and libraries that we have used. On the other hand, we discuss the design and the data structure of the environment. In particular, we first summarize the topological and geometrical representation. Second, we&#xD;
detail our implementation of the hierarchical mesh generation structure. Third we present our design to mediate collaboration between classes. Finally, we present some of the mesh generation features to show the capabilities of the environment.</itunes:summary>
    </item>
    <item>
      <title>A critical comparison of two discontinuous galerkin methods for the navier-stokes equations using solenoidal aproximations</title>
      <link>http://hdl.handle.net/2099/7802</link>
      <description>Title: A critical comparison of two discontinuous galerkin methods for the navier-stokes equations using solenoidal aproximations
Authors: Villardi de Montlaur, Adeline de; Peraire Guitart, Jaume; Huerta, Antonio
Abstract: This paper compares two methods to solve incompressible problems, in particular&#xD;
the Navier-Stokes equations, using a discontinuous polynomial interpolation that is exactly divergence-free in each element. The first method is an Interior Penalty Method, whereas the second method follows the Compact Discontinuous Galerkin approach for the diffusive part of the problem. In both cases the Navier-Stokes equations are then solved using a fractional-step method, using an implicit method for the diffusion part and a semiimplicit method for the convection. Numerical examples compare the efficiency and the accuracy of the two proposed methods.</description>
      <pubDate>Mon, 08 Jun 2009 07:49:26 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2099/7802</guid>
      <dc:date>2009-06-08T07:49:26Z</dc:date>
      <itunes:author>Villardi de Montlaur, Adeline de; Peraire Guitart, Jaume; Huerta, Antonio</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords>Compact Discontinuous Galerkin, Solenoidal, Navier-Stokes, Incompressible flow, Interior Penalty Method, Fractional-step method</itunes:keywords>
      <itunes:summary>This paper compares two methods to solve incompressible problems, in particular&#xD;
the Navier-Stokes equations, using a discontinuous polynomial interpolation that is exactly divergence-free in each element. The first method is an Interior Penalty Method, whereas the second method follows the Compact Discontinuous Galerkin approach for the diffusive part of the problem. In both cases the Navier-Stokes equations are then solved using a fractional-step method, using an implicit method for the diffusion part and a semiimplicit method for the convection. Numerical examples compare the efficiency and the accuracy of the two proposed methods.</itunes:summary>
    </item>
    <item>
      <title>Galerkin discontinuo local aplicado a problemas de ondas acústicas: condiciones de frontera absorbente locales de bajo orden</title>
      <link>http://hdl.handle.net/2099/7765</link>
      <description>Title: Galerkin discontinuo local aplicado a problemas de ondas acústicas: condiciones de frontera absorbente locales de bajo orden
Authors: Cadenas, Carlos; Fernandez Mendez, Sonia; Huerta, Antonio
Abstract: En este trabajo se presenta una comparación de la solución numérica de la ecuación de Helmholtz utilizando el método de elementos finitos Galerkin Discontinuo Local (LDG) con varias condiciones de contorno absorbentes locales de bajo orden. Se describe brevemente el proceso de discretización y se realizan pruebas con ejemplos clásicos&#xD;
presentes en la literatura.</description>
      <pubDate>Tue, 02 Jun 2009 10:26:49 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2099/7765</guid>
      <dc:date>2009-06-02T10:26:49Z</dc:date>
      <itunes:author>Cadenas, Carlos; Fernandez Mendez, Sonia; Huerta, Antonio</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords>Discontinuous Galerkin, Helmholtz, Absorbing Boundary Condition</itunes:keywords>
      <itunes:summary>En este trabajo se presenta una comparación de la solución numérica de la ecuación de Helmholtz utilizando el método de elementos finitos Galerkin Discontinuo Local (LDG) con varias condiciones de contorno absorbentes locales de bajo orden. Se describe brevemente el proceso de discretización y se realizan pruebas con ejemplos clásicos&#xD;
presentes en la literatura.</itunes:summary>
    </item>
    <item>
      <title>Hierarchical x-fem applied to n-phase flow</title>
      <link>http://hdl.handle.net/2099/7764</link>
      <description>Title: Hierarchical x-fem applied to n-phase flow
Authors: Zlotnik, Sergio; Díez, Pedro
Abstract: In this work we proposed an extencion of the level set technique to track any number of free surfaces. This extension is based in a hierarchical ordering of several level set functions. To complete the X–FEM approach, the enrichment via partition of the unity method is also extended. The ridge function, base of the enriched interpolation, is&#xD;
restated to include several level sets and the hierarchy between them.</description>
      <pubDate>Tue, 02 Jun 2009 09:26:48 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2099/7764</guid>
      <dc:date>2009-06-02T09:26:48Z</dc:date>
      <itunes:author>Zlotnik, Sergio; Díez, Pedro</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords>Multiphase flow, Level set methods, Enrichment, Extended finite element method (X-FEM)</itunes:keywords>
      <itunes:summary>In this work we proposed an extencion of the level set technique to track any number of free surfaces. This extension is based in a hierarchical ordering of several level set functions. To complete the X–FEM approach, the enrichment via partition of the unity method is also extended. The ridge function, base of the enriched interpolation, is&#xD;
restated to include several level sets and the hierarchy between them.</itunes:summary>
    </item>
    <item>
      <title>Solmec: an efficient c++ library to solve linear and nonlinear elasticity problems</title>
      <link>http://hdl.handle.net/2099/7763</link>
      <description>Title: Solmec: an efficient c++ library to solve linear and nonlinear elasticity problems
Authors: Rosolen, Adrián Martín; Millán, Raúl Daniel; Arroyo Balaguer, Marino
Abstract: A C++ library based on local maximum-entropy approximation schemes to solve linear and nonlinear elasticity problem is presented. The available tools are briefly described, and several implementation details are also mentioned. Selected numerical examples are shown in order to illustrate the capabilities of the library. The current and&#xD;
future developments are indicated.</description>
      <pubDate>Tue, 02 Jun 2009 09:11:26 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2099/7763</guid>
      <dc:date>2009-06-02T09:11:26Z</dc:date>
      <itunes:author>Rosolen, Adrián Martín; Millán, Raúl Daniel; Arroyo Balaguer, Marino</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords>Linear and nonlinear elasticity, Meshfree schemes, Direct and iterative solvers, Quasi-Newton methods, Constrained optimization, C++ library</itunes:keywords>
      <itunes:summary>A C++ library based on local maximum-entropy approximation schemes to solve linear and nonlinear elasticity problem is presented. The available tools are briefly described, and several implementation details are also mentioned. Selected numerical examples are shown in order to illustrate the capabilities of the library. The current and&#xD;
future developments are indicated.</itunes:summary>
    </item>
    <item>
      <title>Generación de mallas de hexaedros en geometrías múltiplemente conexas mediante submapping</title>
      <link>http://hdl.handle.net/2099/7653</link>
      <description>Title: Generación de mallas de hexaedros en geometrías múltiplemente conexas mediante submapping
Authors: Ruiz Gironès, Eloi; Sarrate Ramos, Josep
Abstract: En este trabajo se presenta una mejora del método de submapping para ampliar su aplicabilidad. El algoritmo de submapping tiene dos limitaciones principales.&#xD;
La primera de ellas es que sólo se puede aplicar en geometrías tales que los ángulos entre las aristas y las caras de la geometría tienen que ser, aproximadamente, múltiplos enteros de π/2. La segunda limitación es que la geometría tiene que ser simplemente conexa. En este trabajo se presenta una extensión del algoritmo de submapping para mallar geometrías&#xD;
con agujeros totalmente interiores.</description>
      <pubDate>Tue, 26 May 2009 11:36:11 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2099/7653</guid>
      <dc:date>2009-05-26T11:36:11Z</dc:date>
      <itunes:author>Ruiz Gironès, Eloi; Sarrate Ramos, Josep</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords>Método de elementos finitos, Generación de mallas, Submapping, Hexaedros estructurados, Programación lineal, Interpolación transfinita, Geometría múltiplemente conexa</itunes:keywords>
      <itunes:summary>En este trabajo se presenta una mejora del método de submapping para ampliar su aplicabilidad. El algoritmo de submapping tiene dos limitaciones principales.&#xD;
La primera de ellas es que sólo se puede aplicar en geometrías tales que los ángulos entre las aristas y las caras de la geometría tienen que ser, aproximadamente, múltiplos enteros de π/2. La segunda limitación es que la geometría tiene que ser simplemente conexa. En este trabajo se presenta una extensión del algoritmo de submapping para mallar geometrías&#xD;
con agujeros totalmente interiores.</itunes:summary>
    </item>
    <item>
      <title>Automatic generation of quadrilateral structured meshes using linear programming and transfinite interpolation</title>
      <link>http://hdl.handle.net/2099/7583</link>
      <description>Title: Automatic generation of quadrilateral structured meshes using linear programming and transfinite interpolation
Authors: Ruiz Gironès, Eloi; Sarrate Ramos, Josep
Abstract: This paper presents an implementation of a structured quadrilateral algorithm&#xD;
called submapping. The meshing procedure splits the geometry into patches and then&#xD;
meshes each patch separately preserving the mesh compatibility between patches via an&#xD;
linear integer problem. The submapping algorithm can only be applied to geometries such that each angle between consecutive edges is, approximately, an integer multiple of ¼=2.</description>
      <pubDate>Thu, 30 Apr 2009 11:25:15 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2099/7583</guid>
      <dc:date>2009-04-30T11:25:15Z</dc:date>
      <itunes:author>Ruiz Gironès, Eloi; Sarrate Ramos, Josep</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords>Finite element method; mesh generation; submapping; structured quadrilaterals; linear programming; transfinite interpolation</itunes:keywords>
      <itunes:summary>This paper presents an implementation of a structured quadrilateral algorithm&#xD;
called submapping. The meshing procedure splits the geometry into patches and then&#xD;
meshes each patch separately preserving the mesh compatibility between patches via an&#xD;
linear integer problem. The submapping algorithm can only be applied to geometries such that each angle between consecutive edges is, approximately, an integer multiple of ¼=2.</itunes:summary>
    </item>
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