Simple approach to determine resonant frequencies of microstrip antennas

A simple approach for accurate determination of the resonant frequencies of microstrip antennas of regular geometries is developed and presented. In this approach, a generalised empirical formula for the computation of effective dielectric permittivity is given which takes into account the ratio of the fringing area to the area of the patch. A correction to the equivalent side length of an equilateral triangular patch, previously published, is modified and a new formula is given. A correction to the effective dimensions of an elliptical microstrip antenna is also carried out. Numerical results obtained for the resonant frequencies of elliptical, circular, rectangular and equilateral-triangular microstrip antennas are in good agreement with the available theoretical and experimental results reported by others. The present approach is more efficient, simpler and more accurate

Nonlinear Analysis of Shear Dominant Prestressed Concrete Beams using ANSYS

This study reports the details of the finite element analysis of eleven shear critical partially prestressed concrete T-beams having steel fibers over partial or full depth. Prestressed T-beams having a shear span to depth ratio of 2.65 and 1.59 that failed in shear have been analyzed using the ‘ANSYS’ program. The ‘ANSYS’ model accounts for the nonlinearity, such as, bond-slip of longitudinal reinforcement, postcracking tensile stiffness of the concrete, stress transfer across the cracked blocks of the concrete and load sustenance through the bridging action of steel fibers at crack interface. The concrete is modeled using ‘SOLID65’- eight-node brick element, which is capable of simulating the cracking and crushing behavior of brittle materials. The reinforcement such as deformed bars, prestressing wires and steel fibers have been modeled discretely using ‘LINK8’ – 3D spar element. The slip between the reinforcement (rebars, fibers) and the concrete has been modeled using a ‘COMBIN39’- nonlinear spring element connecting the nodes of the ‘LINK8’ element representing the reinforcement and nodes of the ‘SOLID65’ elements representing the concrete. The ‘ANSYS’ model correctly predicted the diagonal tension failure and shear compression failure of prestressed concrete beams observed in the experiment. The capability of the model to capture the critical crack regions, loads and deflections for various types of shear failures in prestressed concrete beam has been illustrated.

Rissbildung und Zugtragverhalten von mit Stabstahl und Fasern bewehrtem Ultrahochfesten Beton (UHPC)

Ultrahochfester Beton (UHPC) ist ein sehr gefügedichter zementgebundener Werkstoff, der sich nicht nur durch eine hohe Druckfestigkeit, sondern auch durch einen hohen Widerstand gegen jede Form physikalischen oder chemischen Angriffs auszeichnet. Duktiles Nachbruchverhalten bei Druckversagen wird meist durch die Zugabe dünner kurzer Fasern erreicht. In Kombination mit konventioneller Betonstahl- oder Spannbewehrung ermöglicht UHPC die Ausführung sehr schlanker, weitgespannter Konstruktionen und eröffnet zugleich neue Anwendungsgebiete, wie zum Beispiel die flächenhafte Beschichtung von Brückendecks. Durch das Zusammenwirken kontinuierlicher Bewehrungselemente und diskontinuierlich verteilter kurzer Fasern ergeben sich unter Zugbeanspruchung Unterschiede gegenüber dem bekannten Stahl- und Spannbeton. In der vorliegenden Arbeit wird hierzu ein Modell entwickelt und durch eine umfangreiche Versuchsreihe abgesichert. Ausgangspunkt sind experimentelle und theoretische Untersuchungen zum Verbundverhalten von Stabstählen in einer UHPC-Matrix und zum Einfluss einer Faserzugabe auf das Reiß- und Zugtragverhalten von UHPC. Die Modellbildung für UHPC-Zugelemente mit gemischter Bewehrung aus Stabstahl und Fasern erfolgt auf der Grundlage der Vorgänge am diskreten Riss, die daher sehr ausführlich behandelt werden. Für den elastischen Verformungsbereich der Stabbewehrung (Gebrauchslastbereich) kann damit das Last-Verformungs-Verhalten für kombiniert bewehrte Bauteile mechanisch konsistent unter Berücksichtigung des bei UHPC bedeutsamen hohen Schwindmaßes abgebildet werden. Für die praktische Anwendung wird durch Vereinfachungen ein Näherungsverfahren abgeleitet. Sowohl die theoretischen als auch die experimentellen Untersuchungen bestätigen, dass der faserbewehrte UHPC bei Kombination mit kontinuierlichen Bewehrungselementen selbst kein verfestigendes Verhalten aufweisen muss, um insgesamt verfestigendes Verhalten und damit eine verteilte Rissbildung mit sehr keinen Rissbreiten und Rissabständen zu erzielen. Diese Beobachtungen können mit Hilfe der bisher zur Verfügung stehenden Modelle, die im Wesentlichen eine Superposition isoliert ermittelter Spannungs-Dehnungs-Beziehungen des Faserbetons und des reinen Stahls vorsehen, nicht nachvollzogen werden. Wie die eigenen Untersuchungen zeigen, kann durch ausreichend dimensionierte Stabstahlbewehrung zielgerichtet und ohne unwirtschaftlich hohe Fasergehalte ein gutmütiges Verhalten von UHPC auf Zug erreicht werden. Die sichere Begrenzung der Rissbreiten auf deutlich unter 0,1 mm gewährleistet zugleich die Dauerhaftigkeit auch bei ungünstigen Umgebungsbedingungen. Durch die Minimierung des Material- und Energieeinsatzes und die zu erwartende lange Nutzungsdauer lassen sich so im Sinne der Nachhaltigkeit optimierte Bauteile realisieren.

3D Simultaneous Inversion for Seismic Structure and Local Hypocenters in Germany under Consideration of Seismic Anisotropy in the Upper Mantel

The main task of this work has been to investigate the effects of anisotropy onto the propagation of seismic waves along the Upper Mantle below Germany and adjacent areas. Refraction- and reflexion seismic experiments proved the existence of Upper Mantle anisotropy and its influence onto the propagation of Pn-waves. By the 3D tomographic investigations that have been done here for the crust and the upper mantle, considering the influence of anisotropy, a gap for the investigations in Europe has been closed. These investigations have been done with the SSH-Inversionprogram of Prof. Dr. M. Koch, which is able to compute simultaneously the seismic structure and hypocenters. For the investigation, a dataset has been available with recordings between the years 1975 to 2003 with a total of 60249 P- and 54212 S-phase records of 10028 seismic events. At the beginning, a precise analysis of the residuals (RES, the difference between calculated and observed arrivaltime) has been done which confirmed the existence of anisotropy for Pn-phases. The recognized sinusoidal distribution has been compensated by an extension of the SSH-program by an ellipse with a slow and rectangular fast axis with azimuth to correct the Pn-velocities. The azimuth of the fast axis has been fixed by the application of the simultaneous inversion at 25° - 27° with a variation of the velocities at +- 2.5 about an average value at 8 km/s. This new value differs from the old one at 35°, recognized in the initial residual analysis. This depends on the new computed hypocenters together with the structure. The application of the elliptical correction has resulted in a better fit of the vertical layered 1D-Model, compared to the results of preceding seismological experiments and 1D and 2D investigations. The optimal result of the 1D-inversion has been used as initial starting model for the 3D-inversions to compute the three dimensional picture of the seismic structure of the Crust and Upper Mantle. The simultaneous inversion has showed an optimization of the relocalization of the hypocenters and the reconstruction of the seismic structure in comparison to the geology and tectonic, as described by other investigations. The investigations for the seismic structure and the relocalization have been confirmed by several different tests. First, synthetic traveltime data are computed with an anisotropic variation and inverted with and without anisotropic correction. Further, tests with randomly disturbed hypocenters and traveltime data have been proceeded to verify the influence of the initial values onto the relocalization accuracy and onto the seismic structure and to test for a further improvement by the application of the anisotropic correction. Finally, the results of the work have been applied onto the Waldkirch earthquake in 2004 to compare the isotropic and the anisotropic relocalization with the initial optimal one to verify whether there is some improvement.

Generic Finite Element Model for Mechanically Consistent Scaling of Composite Beam-to-column Joint with Welded Connection

To study the behaviour of beam-to-column composite connection more sophisticated finite element models is required, since component model has some severe limitations. In this research a generic finite element model for composite beam-to-column joint with welded connections is developed using current state of the art local modelling. Applying mechanically consistent scaling method, it can provide the constitutive relationship for a plane rectangular macro element with beam-type boundaries. Then, this defined macro element, which preserves local behaviour and allows for the transfer of five independent states between local and global models, can be implemented in high-accuracy frame analysis with the possibility of limit state checks. In order that macro element for scaling method can be used in practical manner, a generic geometry program as a new idea proposed in this study is also developed for this finite element model. With generic programming a set of global geometric variables can be input to generate a specific instance of the connection without much effort. The proposed finite element model generated by this generic programming is validated against testing results from University of Kaiserslautern. Finally, two illustrative examples for applying this macro element approach are presented. In the first example how to obtain the constitutive relationships of macro element is demonstrated. With certain assumptions for typical composite frame the constitutive relationships can be represented by bilinear laws for the macro bending and shear states that are then coupled by a two-dimensional surface law with yield and failure surfaces. In second example a scaling concept that combines sophisticated local models with a frame analysis using a macro element approach is presented as a practical application of this numerical model.

Investigating shape representation in area V4 with HMAX: Orientation and Grating selectivities

The question of how shape is represented is of central interest to understanding visual processing in cortex. While tuning properties of the cells in early part of the ventral visual stream, thought to be responsible for object recognition in the primate, are comparatively well understood, several different theories have been proposed regarding tuning in higher visual areas, such as V4. We used the model of object recognition in cortex presented by Riesenhuber and Poggio (1999), where more complex shape tuning in higher layers is the result of combining afferent inputs tuned to simpler features, and compared the tuning properties of model units in intermediate layers to those of V4 neurons from the literature. In particular, we investigated the issue of shape representation in visual area V1 and V4 using oriented bars and various types of gratings (polar, hyperbolic, and Cartesian), as used in several physiology experiments. Our computational model was able to reproduce several physiological findings, such as the broadening distribution of the orientation bandwidths and the emergence of a bias toward non-Cartesian stimuli. Interestingly, the simulation results suggest that some V4 neurons receive input from afferents with spatially separated receptive fields, leading to experimentally testable predictions. However, the simulations also show that the stimulus set of Cartesian and non-Cartesian gratings is not sufficiently complex to probe shape tuning in higher areas, necessitating the use of more complex stimulus sets.

Portal web per la localitzacó de restaurants

Desenvolupament,anàlisi, disseny i implementació d’un portal web, tipus cercador, per la recerca i localització d’establiments tipus restaurant, bars, bufets, etc,. Per altra banda es pretén oferir un sistema de gestió d’informació on les empreses del sector gastronòmic puguin mostrar la seva informació i la seva oferta

Efectos de un programa de intervención individualizado de fomento de la competencia lectora en alumnos inmigrantes y con dificultades de aprendizaje del primer ciclo de la ESO : un estudio piloto.

Seleccionado en la convocatoria: Concurso de proyectos de cooperación en materia de investigación entre departamentos universitarios y departamentos de Institutos de Educación Secundaria o equipos de personal docente, Gobierno de Aragón 2010-2011

Estudi de nusos rígids prefabricats de formigó

Una de les principals limitacions de les edificacions industrialitzades resoltes amb prefabricat de formigó, és que els nusos que defineixen les interseccions dels seus elements són articulacions, provocant diferències importants del model estructural d’una obra resolta “in situ” on els nusos poden ser considerats encastaments elàstics. Aquest projecte proposa fer un pas més en aquesta limitació exposada i plantejar sistemes de nusos rígids, resolts amb el propi prefabricat que permetin variar el model de nusos articulats a rígids. Això augmentarà el grau d’hiperestaticitat de l’estructura, redistribuint els esforços en els seus elements, disminuint les deformacions i les longituds de vinclament dels pilars. L’objecte del treball és definir la millora que aporta la utilització de nusos rígids en el càlcul estructural, basada en una disminució de sol·licitacions al llarg del pilar, possibilitat de reducció de secció de pilars, reducció de l’armadura necessària en pilars i jàsseres, i finalment, un estalvi econòmic. Partirem d’un edifici d’habitatges d’ús residencial PB+3 de planta rectangular de 24·11 m i de 13,5 m d’altura. Aquesta tipologia d’edifici serà el punt de partida per al plantejament, sobre d’aquesta base, de 3 models estructurals diferents, amb la intenció de satisfer de forma raonada i minuciosa 3 plantejaments estàticament diferents

Una de llibres!

S'acosta la primavera i el sol comença a escalfar les taules i les cadires a les terrasses dels bars, que s'omplen de gent. I els cambrers van servint les tapes, les cerveses, els martinis ben fresquets... La revista Engega us vol fer de cambrer i us porta a la taula uns quants títols que no són sinó un aperitiu de tot el que conté la carta d'aquesta mena de local fantàstic que és la Universitat de Girona. Feu-los servir com millor us vingui de gust. Feu veure que el de poesia és el vermut i el d'història les olives i, un de filosofia, encara, les patates fregides. I quan després us vingui de gust dinar, demaneu la carta, que a la cuina, volem dir a les biblioteques, tenim tot el que és necessari per fer-vos passar la gana

Autoclau pel processament de materials compòsits

Disseny d’un autoclau pel processat de materials compòsits, seguint les especificacions de disseny següents: Diàmetre interior útil: 1500mm, Longitud interior útil 3500mm, Pressió de treball: 12 bars, Temperatura de treball: 250º. A més a més, el sistema ha de disposar en el seu interior de connexions per fer el buit i s’ha d’assegurar l’homogeneïtat tèrmica recirculant l’aire durant el procés

La universidad ante la diversidad en el aula.

Resumen tomado de la publicación

Plan Exportador GranolaFit

El Plan exportador de la empresa GranolaFit, productora de barras de cereal integral, se desarrolla bajo la metodología propuesta por el Centro de Innovación y Desarrollo Empresarial (CIDEM), cumpliendo los estándares exigidos en cinco módulos que son base para la el análisis de la situación actual y proyección de una empresa hacia los mercados internacionales. El plan exportador se basa en el análisis del sector y el diagnostico inicial de la empresa, dando un punto de partida para la selección de destinos potencial, objetivo y contingente a los cuales se les realiza la inteligencia de mercado; el análisis de costos; la logística internacional; la definición de objetivos y estrategias para finalizar con la un plan concreto de exportación, sustentado en las características del mercado, la capacidad de la empresa y las necesidades presupuestales requeridas.

Municipis saludables : convenció sobre els drets de l'infant. 'Municipios saludables : convención sobre los derechos del niño'.

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La participació dels infants pot ser una realitat : manual per a la participació. 'La participación de los niños puede ser una realidad : manual para la participación'.

Este manual pretende ser un instrumento para los profesionales de la educación, de la dinamización y de la enseñanza, y para los agentes sociales, y el primer paso para un cambio en la concepción de los niños y adolescencia. Son agentes activos, capaces de descubrir problemas sociales y familiares, y con capacidad para presentar propuestas y soluciones. En primer lugar se define lo que es la participación social, en segundo lugar se plantean las bases pedagógicas de la participación, en tercer lugar se abordan las habilidades necesarias (comunicación y liderazgo), seguidamente se comenta el papel del adulto como dinamizador del proceso participativo, y a continuación se aborda con detenimiento el grupo, sus características, condiciones, etapas y roles. Más adelante se comentan los aspectos a evaluar y las consecuencias de la participación. El material se completa con referencias bibliográficas.