Academic literature on the topic 'Grillage modelling'

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Journal articles on the topic "Grillage modelling"

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Buckle, I. G., and Weng-Onn Lee. "Analysis of skewed multibeam bridges by the transfer matrix method." Canadian Journal of Civil Engineering 12, no. 1 (1985): 24–35. http://dx.doi.org/10.1139/l85-003.

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The analysis of multibeam bridge decks is seriously complicated by the effect of skew. Conventional methods invoke grillage solutions, which have inherent difficulties. This paper proposes an extension of the transfer matrix solution for right decks to include the effects of skew without detracting from the simplicity of the method. Both the flexural and torsional flexibility coefficients need to be modified for the skew support conditions and a new flexure–torsion coefficient is introduced to represent the cross-coupling that occurs between these flexibilities because of skew. The assumption of load transference through a single-point hinge between adjacent beams is retained, but the spanwise location of this point is varied from beam to beam according to the degree of skew. Results are presented for a range of skew angles and span/width ratios and compared with those from a modified grillage solution; excellent agreement was demonstrated up to and including 45° skew. Key words: highway bridges, skew, transfer matrix analysis, grillage modelling, multibeam decks, single span, comparative solutions.
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Kirsch, U., and S. Taye. "On optimal topology of grillage structures." Engineering with Computers 1, no. 4 (1986): 229–43. http://dx.doi.org/10.1007/bf01200139.

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Abdel Moniem, Sanad,. "Modelling of RC Slabs at High Temperature Using Simplified Grillage Model." International Conference on Civil and Architecture Engineering 9, no. 9 (2012): 1–22. http://dx.doi.org/10.21608/iccae.2012.44267.

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Munagal, Megha S. "Modelling and Analysis of I-Girder Bridge Deck using Grillage Analogy." International Journal for Research in Applied Science and Engineering Technology 8, no. 9 (2020): 846–52. http://dx.doi.org/10.22214/ijraset.2020.31608.

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Kim, Yunyoung, Byeong Il Kim, and Joo Shin Park. "Pareto optimisation of grillage system with multi-objectives." International Journal of Modelling, Identification and Control 8, no. 3 (2009): 213. http://dx.doi.org/10.1504/ijmic.2009.029266.

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Панасюк, Леонид, Leonid Panasyuk, Галина Кравченко, et al. "FINITE ELEMENT MODELLING OF INTERACTION BUILDING FRAME AND SLAB-PILE FOUNDATION." Construction and Architecture 7, no. 1 (2019): 34–38. http://dx.doi.org/10.29039/article_5c646f16bffb38.56532696.

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The article deals with the simulation of joint work of slab grillage and monolithic frame of the building by finite element method. The finite-element model is developed in the spatial formulation according to the complex scheme "upper structure-base plate-pile Foundation". The pile field was modeled by pliable rods with stiffness corresponding to the average draft of the pile field. Static and dynamic calculations are performed in the ING+software package. The results of the stress-strain state of the building frame elements demonstrate the correctness of this approach to take into account the compliance of the base.
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Ftima, Mahdi Ben, Stéphane Lafrance, and Pierre Léger. "Three-dimensional modelling of shear keys in concrete gravity dams using an advanced grillage method." Water Science and Engineering 13, no. 3 (2020): 223–32. http://dx.doi.org/10.1016/j.wse.2020.09.003.

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Griffiths, D. V., and G. G. W. Mustoe. "Modelling of elastic continua using a grillage of structural elements based on discrete element concepts." International Journal for Numerical Methods in Engineering 50, no. 7 (2001): 1759–75. http://dx.doi.org/10.1002/nme.99.

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Vayas, Ioannis, Theodoros Adamakos, and Aristidis Iliopoulos. "Spatial systems for modelling steel-concrete composite bridges - comparison of grillage systems and FE models." Steel Construction 3, no. 2 (2010): 100–111. http://dx.doi.org/10.1002/stco.201010014.

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Tarnai, T. "Duality between plane trusses and grillages." International Journal of Solids and Structures 25, no. 12 (1989): 1395–409. http://dx.doi.org/10.1016/0020-7683(89)90108-x.

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Dissertations / Theses on the topic "Grillage modelling"

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Palliyaguru, Nishantha Sepala. "Alternative structural design strategies for bridge decks in low traffic volume roads." Thesis, Queensland University of Technology, 2013. https://eprints.qut.edu.au/61092/1/Nishantha_Palliyaguru_Thesis.pdf.

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This research is part of a major project with a stimulus that rose from the need to manage a large number of ageing bridges in low traffic volume roads (LTVR) in Australia. The project investigated, designed and consequently constructed, involved replacing an ageing super-structure of a 10m span bridge with a disused Flat-bed Rail Wagon (FRW). This research, therefore, is developed on the premises that the FRW can be adopted as the main structural system for the bridges in LTVR network. The main focus of this research is to present two alternate deck wearing systems (DWS) as part of the design of the FRW as road bridge deck conforming to AS5100 (2004). The bare FRW structural components were first examined for their adequacy (ultimate and serviceability) in resisting the critical loads specified in AS5100(2004). Two options of DWSs were evaluated and their effects on the FRW examined. The first option involved usage of timber DWS; the idea of this option was to use all the primary and secondary members of the FRW in load sharing and to provide additional members where weaknesses in the original members arose. The second option involved usage of reinforced concrete DWS with only the primary members of the FRW sharing the AS5100 (2004) loading. This option inherently minimised the risk associated with any uncertainty of the secondary members to their structural adequacy. This thesis reports the design phases of both options with conclusions of the selection of the ideal option for better structural performance, ease of construction and cost. The comparison carried out here focuses on the distribution of the traffic load by the FRW as a superstructure. Advantages and disadvantages highlighting cost comparisons and ease of constructability of the two systems are also included.
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Liu, Guixian. "Modélisation aux éléments discrets du renforcement des bétons bitumineux par des grilles en fibre de verre." Thesis, Strasbourg, 2019. http://www.theses.fr/2019STRAD019.

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L’effet du renforcement de la grille en fibre de verre sur le béton bitumineux est étudié numériquement par la méthode des éléments discrets. En ce qui concerne les matériaux quasi-fragiles, l’élasticité de la modélisation est calibrée et le comportement à la rupture est vérifié par une mécanique de la rupture élastique Le comportement et la défaillance de l’interface prédominent dans la fracture des échantillons, ce qui donne lieu à un modèle d’interface simplifié. L’étalonnage des paramètres sur le module de Young et le coefficient de Poisson est effectué entre le modèle d’interface et la méthode des éléments discrets. Grâce à l'ajustement avec les résultats expérimentaux, la résistance de l'interface et le taux de libération d'énergie sont également identifiés par la méthode des éléments discrets et un modèle d'interface simplifié. En comparaison avec la mécanique de la rupture élastique linéaire, la rupture de l'interface présente une plus grande quantité du taux de libération d'énergie. La force et le taux de libération d'énergie sont réduits en raison de l'application de la grille en fibre de verre. Le comportement en fatigue est étudié à l’aide de simulations d’essais de fatigue en flexion en 4 points. Le modèle de fatigue de Bodin 'L2R' est adapté à la méthode des éléments discrets. L'effet de chaque paramètre sur l'évolution des dommages est étudié séparément. L’effet d’interface est observé lors de la prolongation de la résistance à la fatigue de toutes les phases. Les essais monotoniques et les essais de fatigue indiquent qu’une bonne liaison entre deux couches de béton bitumineux est importante pour la résistance de rupture<br>The effect of fiberglass grid reinforcement in asphalt concrete is studied numerically by discrete element method in this work. Firstly, concerning on the quasi-brittle material, the elasticity of modelling are calibrated, and the rupture behaviour is verified with linear elastic fracture mechanics. Then the simulations of wedge splitting tests are performed under monotonic load. The interface elasticity and failure dominate in the fracture propagation of samples, which gives rise to a simplified interface model. The parameter calibration on Young’s modulus and Poisson’s ratio is conducted between interface model and discrete element method. Through the fitting with experimental results, the interface strength and energy release rate are also identified by discrete element method and simplified interface model. Comparing with linear elastic fracture mechanics, the interface rupture presents more released energy. The strength and energy release rate are reduced because of the application of the fiber glass grid. The fatigue behaviour is studied by simulations of 4-point bending fatigue tests. Bodin’s fatigue model 'L2R' is adapted with discrete element method. The effect of each parameter on the damage evolution is studied respectively. The fiber glass grid helps to extent the fatigue life mainly after the fatigue cracks cross the grid. The interface effect is observed on prolonging the fatigue life of all the phases. From both monotonic and fatigue tests, it indicates that good bonding between two asphalt concrete layers is important to the resistance of rupture
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Beye, Mamadou Lamine. "Etude et contribution à l’optimisation de la commande des HEMTs GaN." Thesis, Lyon, 2020. http://www.theses.fr/2020LYSEI102.

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Cette thèse s'inscrit dans un contexte de développement durable où les enjeux énergétiques consistent à concevoir des convertisseurs de puissance plus disséminés, donc avec une Spécification ambitieuse en termes de densités massique et volumique. Les composants à semiconducteur dit à grand Gap permettent l’augmentation de la fréquence de commutation et permettent un fonctionnement à plus haute température locale. Les commutations à front raides et à haute fréquence des transistors rendent le système plus sensible aux éléments parasites. Ceci perturbe en retour la commutation des transistors et génère des pertes joules supplémentaires. Dans ce contexte les travaux ont été effectués dans le cadre d’une cotutelle entre les laboratoires Ampère (INSA Lyon) et LN2 (Université de Sherbrooke), le but étant d’apporter des contributions à l’optimisation de la commutation des HEMTs GaN. Le premier axe des travaux consiste à mettre en place des stratégies de contrôle de vitesses de commutation en tension et en courant, par la grille, dans le but d’améliorer la signature CEM. Les circuits de contrôle proposés sont développés dans un premier temps en boucle ouverte puis dans un second temps en boucle fermée afin de compenser des non-linéarités (température, courant de charge et tension de fonctionnement). Les prototypes de contrôle de grille ont été testés à partir de composants discrets du marché. Des limites apparaissent, que l’intégration monolithique GaN doit corriger à terme, en particulier en atténuant fortement le problème des inductances parasites. Les analyses en simulation ont reposé sur l’adoption d’un modèle comportemental de HEMT GaN identifiable. Le deuxième axe des travaux consiste à vérifier de manière systémique différentes stratégies de contrôle de grille notamment pour la gestion du compromis entre pertes joule pendant les temps morts au sein d’un à bras d’onduleur et la performance fréquentielle des commutations. Aux termes de ces travaux, les systèmes de contrôles développés en boucle ouverte ont permis de ralentir les vitesses de commutation d’au moins 30 %, occasionnant une augmentation des pertes de commutation, dans un ordre de grandeur inférieur à 50 %. Due à la rapidité de commutation des HEMT GaN et aux limites des composants discrets du marché, le taux de réduction des vitesses de commutation obtenu avec la boucle fermée (taux de réduction inférieur à 20 %) est moins intéressant qu’avec la boucle ouverte. L’utilisation d’un circuit monolithique peut être une alternative pour augmenter le taux de réduction des vitesses de commutation en boucle fermée. Des résultats de simulation sous SPICE en vue du circuit monolithique sont à la base de cette hypothèse. Concernant le deuxième axe, l’application de commande multiniveaux de grille des transistors du bras d’onduleur a permis de réduire les pertes de conduction inverse et les pertes dues aux phénomènes de Cross Talk d’au moins 30 %<br>This thesis is part of the sustainable development context where the energy challenges rely on designing numerous and lumped power converters with good power density and high efficiency. New power semiconductor devices, namely wide band semiconductors (GaN, SiC) are used in designing the converters. The high frequency control of these converters makes the system more sensitive to parasitic elements. The latter elements disrupt the switching behavior of the transistors and generate additional losses. In this context this work was carried out in a cotutelle partnership between Ampère Laboratory in Villeurbanne and LN2 laboratory at the University of Sherbrooke; the aim being to make a contribution in optimizing the switching conditions of GaN HEMTs. The first work axis consists in managing the voltage and current switching speed through gate control strategies in order to improve the conducted EMI. Firstly, most of the proposed control circuits are developed in open-loop and then secondly in closed-loop in order to compensate the effects of non-linearities (with respect to temperature, load current and operating voltage). Concerning the development of control systems, it can be done first by the use of available discrete components, then by the alternative of the monolithic GaN integration which is considered in order to bring more speed and efficiency. Monolithic integration would also solve the problem of parasitic inductances. To facilitate the design of integrated circuits and control systems, the development of a behavioral model of HEMT GaN will serve as a modeling tool. The second axis of the work consists in experimentally validating well-adapted control system for the gate of the power transistor in order to master the transient behaviors of the power transistors. Namely it is necessary to allow a satisfying management of losses during dead time in a half bridge converter. At the end of this work, the control systems developed in open loop made it possible to slow the switching speeds by at least 30 % but causing an increase in switching losses up to 50% in some cases. Due to the fast switching speed of HEMT GaNs and the limitations of discrete components on the market, the reduction rate of switching speeds obtained with the closed loop (reduction rate less than 20%) is less attractive than that of the open loop. Using a monolithic circuit can be an alternative to increase the rate of reduction of closed loop switching speeds. SPICE simulation toward monolithic circuit are the basis of this hypothesis. Concerning the second axis, the application of multilevel gate voltage control of the transistors of half bridge made it possible to reduce the losses of reverse conduction and the losses due to the phenomena of Cross Talk by at least by 30 %
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Chevalier, Florian. "Conception, fabrication et caractérisation de transistors à effet de champ haute tension en carbure de silicium et de leur diode associée." Phd thesis, INSA de Lyon, 2012. http://tel.archives-ouvertes.fr/tel-01016687.

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Dans le contexte des transports plus électriques, les parties mécaniques tendent à être remplacées par leurs équivalents électriques plus petits. Ainsi, le composant lui-même doit supporter un environnement plus sévère et de lourdes contraintes (haute tension, haute température). Les composants silicium deviennent alors inappropriés. Depuis la commercialisation des premières diodes Schottky en 2001, le carbure de silicium est le matériau reconnu mondialement pour la fabrication de dispositifs haute tension avec une forte intégration. Sa large bande d'énergie interdite et son fort champ électrique critique permettent la conception de transistors à effet de champ avec jonction (JFET) pour les hautes tensions ainsi que les diodes associées. Les structures étudiées dépendent de nombreux paramètres, et doivent ainsi être optimisées. L'influence d'un paramètre ne pouvant être isolée, des méthodes mathématiques ont été appelées pour trouver la valeur optimale. Ceci a conduit à la mise en place d'un critère d'optimisation. Ainsi, les deux grands types de structures de JFET verticaux ont pu être analysés finement. D'une part, la recherche d'une structure atteignant les tensions les plus élevées possible a conduit à l'élaboration d'un procédé de fabrication complexe. D'autre part, un souci de simplification et de stabilisation des procédés de fabrication a permis le développement d'un composant plus simple, mais avec une limite en tension un peu plus modeste.
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Books on the topic "Grillage modelling"

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Edmundson, Gary. Modelling the German15cm sIG33 Bison and Grille. Osprey Publishing, 2005.

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Edmundson, Gary. Modelling the German 15cm SIG33 Bison and Grille. Bloomsbury Publishing Plc, 2012.

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Edmundson, Gary. Modelling the German 15cm SIG33 Bison and Grille. Bloomsbury Publishing Plc, 2012.

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Book chapters on the topic "Grillage modelling"

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Tapper, L., B. Byrne, and C. Martin. "Combined load capacity of grillage foundations on loose sand." In ICPMG2014 – Physical Modelling in Geotechnics. CRC Press, 2013. http://dx.doi.org/10.1201/b16200-86.

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Koopman, L., and J. Dijkstra. "1 g physical model tests on grillage foundations in clay." In ICPMG2014 – Physical Modelling in Geotechnics. CRC Press, 2013. http://dx.doi.org/10.1201/b16200-88.

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Conference papers on the topic "Grillage modelling"

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Iijima, Kazuhiro, Junghyun Kim, and Tetsuya Yao. "Response Comparisons of a Large Floating Structure by Grillage and Shell FE Models." In ASME 2008 27th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2008. http://dx.doi.org/10.1115/omae2008-57707.

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At the early design stage of a large floating structure, it is firstly important to know the hydroelastic response characteristics in waves. For this purpose, the structure is modeled by three-dimensional grillage, and hydroelastic analysis is performed in order to estimate the overall behaviour. At this stage, main design parameters are: floater shapes, their arrangement and rigidity distributions. They are optimized by referencing to the hydroelastic responses estimated by the analysis. As the design work develops, more detailed modelling is possible. At the final design stage, the design must be confirmed by checking the response against criteria. The structure is re-modeled by shell FE elements for skin structures and beam elements for stiffeners. It is considered that the more correct estimations are performed by employing the refined model. However, there might be significant differences in the modelling and also in the resultant estimations between the first and final stages even when the subject structure is identical. Then, it is necessary to evaluate the differences between the results estimated by using these two models in order to assure the actual response level estimated by using the beam model at the early design stage. In this paper, three-dimensional grillage and shell FE structural models of a large floating structure are prepared. Hydroelastic analyses are performed on the two models. The results are compared in terms of motion, member force and stress responses.
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