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	<title><![CDATA[Scipedia: Ramon Ribó research documents]]></title>
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	<guid isPermaLink="true">https://www.scipedia.com/public/Pellegrini_et_al_2017a</guid>
	<pubDate>Wed, 17 May 2017 23:48:09 +0200</pubDate>
	<link>https://www.scipedia.com/public/Pellegrini_et_al_2017a</link>
	<title><![CDATA[Sustainable Pedestrian Bridge using Advanced Materials (SUPERBAM)]]></title>
	<description><![CDATA[<p>Fiber-reinforced polymer pedestrian bridges are becoming a competitive alternative to conventional concrete or steel pedestrian bridges in the span range from 5 to 30 m. In order to consider it as a viable alternative, it is necessary, among other things, to be price competitive in the total cost of the bridge, including construction and full-life maintenance. One of the ways of making the cost competitive is to normalize a few cross-sections and create a catalog of standard cross-sections and shapes depending on the load conditions and ranges of spans. The objective of this work has been to create this catalog, taking into account the following items: A detailed economic analysis of the impact of every sub cost in the total construction and maintenance cost. A detailed structural analysis and optimization, by using MEF, of different cross-section and laminate solutions has been carried out, both under static and dynamic loads, in order to achieve the best possible design. The preparation of a specialized FEM analysis software that already includes in its database the chosen laminates as well as automatized geometrical construction and standarised load cases definition. With all these tools, it is possible to make highly reusable molds for the laminates and it is possible to make the final cost of the FRP pedestrian bridge more competitive.</p>]]></description>
	<dc:creator>Ramon Ribó</dc:creator>
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	<guid isPermaLink="true">https://www.scipedia.com/public/García-Espinosa_Ribó_2001a</guid>
	<pubDate>Wed, 28 Mar 2018 09:56:48 +0200</pubDate>
	<link>https://www.scipedia.com/public/García-Espinosa_Ribó_2001a</link>
	<title><![CDATA[A finite element method for hydrodynamic testing of ship forms]]></title>
	<description><![CDATA[<p>This paper presents advances in recent work of the authors to derive a fractional step scheme based on the stabilized finite element method that allows overcoming the above mentioned problem, resulting in a efficient time accurate scheme.</p><p>The starting point is the modified governing differential equations for the incompressible turbulent viscous flow and the free surface condition incorporating the necessary stabilization terms via a finite calculus (FIC) procedure developed by the authors .&nbsp; This technique is based on writting the different balance equations over a domain of finite size and retaining higher order terms. These terms incorporate the ingredients for the necessary stabilization of any transient and steady state numerical solution already at the differential equations level.</p><p>The resulting stabilized equations are integrated in space using the standard finite element method, and in time using an implicit and uncoupled second order fractional step method.</p>]]></description>
	<dc:creator>Julio García-Espinosa</dc:creator>
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	<guid isPermaLink="true">https://www.scipedia.com/public/Pasenau_et_al_2006a</guid>
	<pubDate>Fri, 20 Oct 2017 13:54:31 +0200</pubDate>
	<link>https://www.scipedia.com/public/Pasenau_et_al_2006a</link>
	<title><![CDATA[GiD 2006-3rd Conference on advances and applications of GiD]]></title>
	<description><![CDATA[<p>Recent developments inmesh and point generation are reviewed. These include: minimal linput meshing, fast meshing for very large problems, volume-to-surface meshing and the generation of cluouds of arbitrary objects. Several examples are included to illustrate the effectiveness of the developed techniques</p>]]></description>
	<dc:creator>María Jesús Samper</dc:creator>
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	<guid isPermaLink="true">https://www.scipedia.com/public/Ribo_2000</guid>
	<pubDate>Tue, 24 May 2016 19:15:01 +0200</pubDate>
	<link>https://www.scipedia.com/public/Ribo_2000</link>
	<title><![CDATA[Development of an integrated system for geometry modelling, mesh generation and data management for the analysis by the finite element method]]></title>
	<description><![CDATA[<p>En esta tesis se describe el desarrollo e implementaci&oacute;n de un sistema inform&aacute;tico para el tratamiento de toda la informaci&oacute;n necesaria para un an&aacute;lisis por el M&eacute;todo de los Elementos Finitos o por otros m&eacute;todos num&eacute;ricos (diferencias finitas, vol&uacute;menes finitos, m&eacute;todos de contorno, m&eacute;todos de puntos, etc.).Algunas de sus partes se refieren principalmente al dise&ntilde;o y organizaci&oacute;n de un sistema de estas caracter&iacute;sticas. En otras, se describen los nuevos algoritmos que ha sido necesario desarrollar para cumplir los objetivos propuestos.Las diversas disciplinas que se describen a lo largo de la tesis se pueden diferenciar en:* Organizaci&oacute;n del sistema. Consiste en definir el tratamiento de todos los datos de un an&aacute;lisis gen&eacute;rico de manera uniforme. Tambi&eacute;n se dan criterios sobre el ordenamiento interno de los datos.* Modelaci&oacute;n geom&eacute;trica. Se presenta una serie de algoritmos que se han desarrollado para tratar y modificar la geometr&iacute;a del modelo.* Generaci&oacute;n de malla. Se describen diferentes t&eacute;cnicas y algoritmos para poder realizar la generaci&oacute;n de la malla.* Adaptabilidad del sistema a diferentes an&aacute;lisis. Se describe como se ha dise&ntilde;ado y como se realiza la adaptaci&oacute;n del sistema a un c&oacute;digo de an&aacute;lisis cualquiera.La implementaci&oacute;n del conjunto de criterios y algoritmos descritos a lo largo de esta tesis, ha permitido la creaci&oacute;n de un sistema que da soporte al proceso de an&aacute;lisis mediante m&eacute;todos num&eacute;ricos de modelos, tanto a nivel acad&eacute;mico como industrial.</p>]]></description>
	<dc:creator>Scipedia content</dc:creator>
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	<guid isPermaLink="true">https://www.scipedia.com/public/Ribo_et_at_2017a</guid>
	<pubDate>Wed, 25 Jan 2017 14:29:11 +0100</pubDate>
	<link>https://www.scipedia.com/public/Ribo_et_at_2017a</link>
	<title><![CDATA[Some algorithms to correct a geometry in order to create a finite element mesh]]></title>
	<description><![CDATA[<p><span style="color: rgb(102, 102, 102); font-size: 14px; font-style: normal; font-weight: normal; text-align: justify;">One of the major difficulties in meshing 3D complex geometries is to deal with non proper geometrical definitions coming from CAD systems. Typically, CAD systems do not take care of the proper definition of the geometries for the analysis purposes. In addition, the use of standard CAD files (IGES, VDA,...) for the transfer of geometries between different systems introduce some additional difficulties. In this work, a collection of algorithms to repair and/or to improve the geometry definitions are provided. The aim of these algorithms is to make as easy as possible the generation of a mesh over complex geometries given some minimum requirements of quality and correctness. The geometrical model will be considered as composed of a set of NURBS lines and trimmed surfaces. Some examples of application of the algorithms and of the meshes generated from the corrected geometry are also presented in this work</span></p>]]></description>
	<dc:creator>Ramon Ribó</dc:creator>
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