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Tesis sobre el tema "Tensile zone"

Autor: Grafiati

Publicado: 4 de junio de 2021

Última modificación: 20 de febrero de 2023

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1

Perng, Jia-Der. "Analysis of crack propagation in asphalt concrete using a cohesive crack model." Connect to this title online, 1989. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=osu1094737677.

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2

Brahmachari, Koushik, of Western Sydney Hawkesbury University, of Science Technology and Agriculture Faculty, and School of Construction and Building Sciences. "Connection and flexural behaviour of steel RHS filled with high strength concrete." THESIS_FTA_CBS_BRAHMACHARI_K.xml, 1997. http://handle.uws.edu.au:8081/1959.7/526.

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Steel hollow section members filled with concrete have been frequently used in recent construction industry as columns and beams and beam-columns because of their superior performance and constructability. Previous research demonstrated that such system has large energy absorption capacity which is critical in the event of an earthquake. By filling steel RHS with concrete, the failure of the steel shell due to local buckling can be delayed and the ductility of the concrete core can be improved as a result of the confinement of the steel shell. This type of composite section may be used in vari

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3

Lolla, Sri Venkata Tapasvi. "Understanding the Role of Initial Microstructure on Intercritically Reheated Heat Affected Zone Microstructure and Properties of Multi-Pass Welds." The Ohio State University, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=osu1397826410.

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4

Cristea, Alex Florian. "Analysis of thermal effects in circumferential groove journal bearings with reference to the divergent zone." Thesis, Poitiers, 2012. http://www.theses.fr/2012POIT2313/document.

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Ce travail porte sur l'étude des effets thermiques dans un palier hydrodynamique, alimentée par une rainure circonférentielle (CGJB) sous charge statique, en tenant compte des phénomènes de rupture de film dans la zone divergente. La recherche expérimentale a été réalisée à l'Université de Poitiers ; elle a permis une détermination minutieuse des champs de pression et de température sur la portée située à l’avant d’un CGJB et dans la section médiane de sa rainure. Ces mesures sous un régime stationnaire sont originales par rapport celles existantes, quel que le type de palier, de par le grand

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5

Brahmachari, Koushik. "Connection and flexural behaviour of steel RHS filled with high strength concrete." Thesis, View thesis, 1997. http://handle.uws.edu.au:8081/1959.7/526.

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Steel hollow section members filled with concrete have been frequently used in recent construction industry as columns and beams and beam-columns because of their superior performance and constructability. Previous research demonstrated that such system has large energy absorption capacity which is critical in the event of an earthquake. By filling steel RHS with concrete, the failure of the steel shell due to local buckling can be delayed and the ductility of the concrete core can be improved as a result of the confinement of the steel shell. This type of composite section may be used in vari

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6

Kejík, Vít. "Predikce chování stříkaného betonu s využitím elastoplastického materiálového modelu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409748.

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This work is focused on the application of advanced elasto-plastic material model intended for shotcrete. Spatial mathematical models of two laboratory tests are created, where this model is used. The first test is a three-point bending concrete specimen. Next, the behavior of the material is analyzed, in which input parameters are entered. Consequently, two reverse analyzes of the available data are analyzed where a match between prediction and measurement can be obtained. The second test is a modified tensile test, where is describe the material behavior in changing of input parameters. Subs

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7

Ben, Salem Naoufel. "Fiabilité des assemblages structuraux collés pour applications spatiales." Thesis, Bordeaux 1, 2012. http://www.theses.fr/2012BOR14681/document.

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Le dimensionnement des joints collés est une préoccupation majeure du CNES pour lesapplications spatiales des futurs lanceurs. Pour dimensionner une structure collée, il est nécessaire depouvoir apprécier les caractéristiques mécaniques du joint collé.Dans cette étude, trois adhésifs structuraux ont été sélectionnés (Hysol®EA 9321, Hysol®EA9394 et Hysol EA® 9395). Après leur caractérisation massique, une étude statistique pour mettre enévidence les effets des différents paramètres (vitesse d’essai, géométrie éprouvette, le degré depolymérisation…) a été entreprise.La deuxième étape a pour obje

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8

Nikpay, Mitra. "Experimental investigation of the stability of the colmation zone around leaky sewers." Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2015. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-191137.

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Sewage exfiltration from a sanitary and combined sewer systems and its percolation into porous medium results in a clogged or colmation layer in the nearby soil. In order to develop a comprehensive understanding of raw sewage transport mechanisms in porous media, investigations were carried out on the micro-scale properties of the multiphase system. In our laboratory experiments, the role of surfactants as a major organic chemical compound in wastewater was evaluated by using a surfactant solution as an artificial wastewater percolating into a porous media, represented by using columns and Ple

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9

Raiss, Mark Edward. "Observation of the development of fracture process zones in concrete under tension." Thesis, Imperial College London, 1987. http://hdl.handle.net/10044/1/47748.

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10

Lookingbill, Scott David, and Scott David Lookingbill. "Effects of concentration-dependent surface tension on vadose zone instrumentation." Thesis, The University of Arizona, 1997. http://hdl.handle.net/10150/626774.

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Many of the organic compounds of environmental interest which are commonly found at contaminated sites have the effect of lowering the surface tension of water in proportion to their aqueous concentration. Laboratory studies were conducted to investigate the effects of reduced surface tension on instruments commonly used to measure pressure head in the vadose zone. Gypsum block electrical resistance sensors and heat dissipation probes were calibrated in tap water and in butanol solutions. A scaling relationship was used to correct pressure head measurements taken in liquids of redu

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11

Kong, Kok Loon. "Cracking and tension zone behaviour in reinforced concrete flexural members." Thesis, University of Leeds, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.427779.

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12

Rocha, Daphne Wojciechowski. "Flexural strengthening by means of a arc overlay in the tension zone." Master's thesis, Faculdade de Ciências e Tecnologia, 2012. http://hdl.handle.net/10362/8850.

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Dissertação para obtenção do Grau de Mestre em Engenharia Civil – Perfil de Estruturas<br>Reinforced concrete structures may be flexurally strengthened in the tension zone by the addition of a new concrete layer with embedded steel reinforcement. However, the interface between the new and old concrete creates a weak area that may cause failure to occur for loads inferior to the designed. Therefore the success of this technique relies on the interface capacity to transmit stress. Surface treatments and cleanliness are the two main aspects that affect adhesion between different age concret

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13

Axson, Daniel Peter. "Ultimate Bearing Strength of Post-tensioned Local Anchorage Zones in Lightweight Concrete." Thesis, Virginia Tech, 2008. http://hdl.handle.net/10919/33711.

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Currently, NCHRP Report 356 has published an equation to estimate the ultimate strength of the local zone in normal weight concrete. The local zone is the area of concrete directly ahead of the bearing plate. The equation can be broken into two distinct parts: unconfined bearing strength of concrete enhanced by the A/Ab ratio and the enhancement of strength due to the presence of confining. Research has shown that the strength enhancement of the A/Ab ratio and confining reinforcing is less in lightweight concrete than in normal weight concrete. To determine the strength of the local zone in li

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14

Hamodi, Sara, and Sadi Taha Fahandezh. "Analysis of Tension-Zone Resistance in Bolted Steel Connections : Component Method according to Eurocode3." Thesis, KTH, Stålbyggnad, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-213723.

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In order to predict the behaviour of bolted steel connections, different methods can be applied to calculate the design tension resistance. In this thesis, the tension resistance is evaluated in the context of the so called Component Method according to Eurocode 3 part 1-8. The design approach establishes a unified procedure of modelling steel joints. Each joint configuration is decomposed into its basic components depending on loading type. In order to design the resistance of components subjected to tensile forces, a simple substitute model, the so-called Tstub flange is adopted. The Compone

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15

Knowles, Kelsey. "Living Pedagogical Moments Between Curriculum as Lived and Curriculum as Plan: A Phenomenological Inquiry Into the Tensions of Teacher Education." Thesis, Université d'Ottawa / University of Ottawa, 2015. http://hdl.handle.net/10393/32573.

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This master’s research is a phenomenological inquiry into the pedagogical moment in teacher education. This phenomenon is explored through a conceptual lens that draws from the phenomenological pedagogical ideals that are intrinsic to the work of both Ted Aoki and Max van Manen. Following a comprehensive outline of the phenomenological methodology that guides this thesis, the pedagogical moment is described in terms of three phases: tension, opening and pulse. The phenomenon is further explored through several sub themes relating to the lifeworld existentials (time, body, space, relation to ot

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16

Bouchet, Thierry. "Etude de la zone de charge d'espace mixte (ZCEM) dans le drain des MOS haute tension." Aix-Marseille 3, 2001. http://www.theses.fr/2001AIX30087.

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Ce mémoire traite de l'analyse du comportement des MOS à canal N de puissance haute tension en mode de certains régimes sévères (tension drain-source Dos élevée et fortes densités de courants). Leurs conception et réalisation, pour une application spécifique, mirent sur la sellette un phénomène limitant le courant du dispositif quelle que soit Ucs la tension grille source. Nous avons attribué ce mécanisme à une Zone de Charge d'Espace Mixte (ZCEM). On bâtit ainsi un modèle plus approprié que celui du TECJ (JFE7) parasite admis jusque-là. La zone de charge d'espace n'est plus " déserte " (matér

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17

Demassieux, Quentin. "Structural changes in the process zone of a cyclic fatigue crack in filled natural rubber." Thesis, Paris 6, 2016. http://www.theses.fr/2016PA066074.

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Les caoutchoucs naturels chargés sont largement utilisés pour leurs excellentes propriétés mécaniques comme matériaux structurels dans les pneumatiques. Leurs excellentes performances sont souvent associées à leur capacité à cristalliser sous tension. Dans le cas de la fatigue cyclique, la dissipation induite par la création et fusion de cristallites est souvent donnée comme responsable de la bonne résistance des caoutchoucs naturel à la propagation de fissures. Ce travail de doctorat s'est focalisé sur les divers mécanismes dissipatifs qui sont activé par les grandes déformations rencontrées

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18

Cisneros, Solis Pereira Cesar Christian. "Cambio del nivel de 10kV A 22,9 kV y su influencia en la subestación tipo interior de la zona registral IX- sede Lima." Bachelor's thesis, Universidad Continental, 2018. http://repositorio.continental.edu.pe/handle/continental/4682.

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19

Turcotte, Julie. "Traduction de «Las malas juntas» de J.L. Urbina, suivi de la littérature latino-canadienne en traduction: zones de contact, zones de tension." Thesis, McGill University, 2013. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=117061.

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The first part of this thesis consists of a translation from Spanish to French of approximately half of the short stories in the book Las malas juntas, by Chilean-Canadian writer José Leandro Urbina. This important book, by a writer renowned in Chile but little known in Canada, was first published in Ottawa in 1978; up to this day, it had not been translated into French. The second part of this thesis takes a postcolonial approach to study the role and importance of translation in the production and dissemination of a Spanish-language literature in both Quebec and Canada, and to describe how t

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20

Spielman-Davidson, Sylvia Justina. "Collaborative dialogues in the zone of proximal development, grade eight French immersion students learning the conditional tense." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape3/PQDD_0015/NQ53714.pdf.

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21

Saad, Ahmad. "Material properties of concrete used in skewed concrete bridges." Thesis, Linnéuniversitetet, Institutionen för byggteknik (BY), 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-54412.

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This thesis has discussed both properties and geometry of concrete slabs used in bridges. It gave understanding on behavior of concrete in both tension and compression zones and how crack propagates in specimens by presenting both theory of fracture and performing concrete tests like tension splitting, uniaxial compression and uniaxial tension tests. Furthermore, it supported experimental tests with finite elements modelling for each test, and illustrated both boundary conditions and loads. The thesis has used ARAMIS cameras to observe crack propagations in all experimental tests, and its firs

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22

Clark, Tad Dee. "An Analysis of Microstructure and Corrosion Resistance in Underwater Friction Stir Welded 304L Stainless Steel." Diss., BYU ScholarsArchive, 2005. http://contentdm.lib.byu.edu/ETD/image/etd872.pdf.

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23

Bernier, Mahana. "solutions smart grid innovantes pour l’intégration massive de la production photovoltaïque au réseau public de distribution en zone rurale." Thesis, Université Grenoble Alpes (ComUE), 2019. http://www.theses.fr/2019GREAT036.

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Les réseaux électriques de distribution évoluent et doivent faire face à de nouvelles problématiques, dont l’insertion massive d’énergie décentralisée et la modification des usages de consommation. Ces changements de paradigmes provoquent de nouvelles contraintes, qui impactent le dimensionnement et l’exploitation des réseaux électriques, ainsi que les études de planification ou de raccordement associées. Nous progressons alors vers des réseaux plus instrumentés et intelligents : les Smart Grids. Dans le projet SMAP en particulier, nous comparons des solutions pour améliorer l’insertion massiv

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24

Owen, John. "DEVELOPMENT OF PHYSIOLOGIC CONTACT MODELS FOR ARTICULAR SURFACES." VCU Scholars Compass, 2011. http://scholarscompass.vcu.edu/etd/2444.

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The superficial tangential zone (STZ) plays a significant role in normal articular cartilage’s ability to support loads and retain fluids. To date, tissue engineering efforts have not replicated normal STZ function in cartilage repairs. Finite element models were developed to examine the STZ’s role in normal and repaired articular surfaces under different contact conditions. Models were developed by incrementally adding improvements which culminated in contact loading of curved models by permeable and impermeable rigid surfaces and a normal cartilage layer. In the normal STZ, permeability

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25

Conand, Clément. "Etude tectonique, pétrographique et géochimique de la zone de transition subduction-collision à Taïwan : rôle de l'héritage et de l'obliquité de la convergence." Thesis, Toulouse 3, 2019. http://www.theses.fr/2019TOU30262.

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La chaîne de Taïwan est un exemple unique où il est possible d’étudier une transition subduction/collision active. L’obliquité de la convergence permet en effet d’observer du Sud vers le Nord les stades initiaux de l’accrétion continentale en mer jusqu’au stade mature de la collision. Je montre que la Chaîne Centrale au Sud de Taiwan, située la zone de transition, exhume des assemblages pétrographiques de grades croissants vers le Nord, dans un couloir décrochant senestre qui résulte du partitionnement de la convergence. Dans ce couloir l’extension sub-parallèle à la chaîne accommode une parti

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26

Treasurer, Paul James. "Characterization and Analysis of Damage Progression in Non-Traditional Composite Laminates With Circular Holes." Thesis, Georgia Institute of Technology, 2006. http://hdl.handle.net/1853/13989.

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Carbon Fiber / Epoxy Laminates are increasingly being used in the primary structure of aircraft. To make effective use these materials, it is necessary to consider the ability of a laminate to resist damage, as well as material strength and stiffness. A possible means for improving damage tolerance is the use of non-traditional composite laminates, in which the longitudinal 0 plies are replaced with 5 or 10 plies. The main objectives of this collaborative Georgia Tech / Boeing research was the characterization of these non-traditional laminates, and the determination of appropriate lamina-leve

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27

Turetta, Maxime. "Development of an innovative U-shaped steel-concrete composite beam solution : experimental and numerical studies on the mechanical behaviour." Electronic Thesis or Diss., Université de Lorraine, 2019. http://www.theses.fr/2019LORR0203.

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Une solution innovante de poutre mixte acier-béton a été développée en tenant compte des problématiques de résistance au feu et de montage sur chantier. La poutre est composée d'une partie métallique en U connectée à une partie en béton armé. En phase de construction, la poutre métallique supporte la dalle et constitue un coffrage pour la retombée en béton armé. La poutre en U résiste aux charges de construction sans système d’étaiement temporaire. Lors du coulage du béton, la poutre en acier est remplie en même temps que la dalle, ce qui permet un gain de temps considérable sur chantier. En p

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28

Seppecher, Pierre. "Les fluides de Cahn-Hilliard." Habilitation à diriger des recherches, Université du Sud Toulon Var, 1996. http://tel.archives-ouvertes.fr/tel-00522242.

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29

Šťastný, Radek. "Studie odpočívky a velkokapacitního záchytného parkoviště pro TIR na dálnici D1." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225916.

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The task of my diploma work is the study of the parking area on the motorway D1 near Vyškov. This place will be connected with the motorway D1 between the present exit Vyškov – West (226) and Vyškov – East (230/1) in the direction to Kroměříž. The parking area (the parking place, the petrol station, the restaurant) and the truckpark will be designed with the reason of the high intensity of cars and lorries on the motorway D1 and with the reason of the lack of the parking places for the lorries.

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30

Rau, C. David, and 饒啟文. "A Study of Micromechanucs and Deformed Zone During Tensile Test of Low Carbon Steel." Thesis, 1995. http://ndltd.ncl.edu.tw/handle/63308299638049852366.

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31

Hsiao, Yu-wei, and 蕭喻瑋. "The Tensile Behavior of Composite Adhesive Bonded Single Lap Joint by Using Cohesive Zone Model." Thesis, 2013. http://ndltd.ncl.edu.tw/handle/40654522273840130642.

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碩士<br>逢甲大學<br>機械與電腦輔助工程學系<br>101<br>Abstract Composite materials have excellent specific stiffness, and specific strength, that can both reinforce the structure effectively and make it lightweight. As the production technology is becoming more and more advanced, composite materials have been widely applied in many industries. Ifmechanical connection is applied during the process of combination, there must be an opening on the structure of multiple materials. But the opening might destroy the continuity of material, decreasing the st

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32

Kirking, Bryan. "Exploring the Effects of Crosslinking on the Intervertebral Disc." Thesis, 2012. http://hdl.handle.net/1969.1/148231.

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Crosslinking soft tissue has become more common in tissue engineering applications, and recent studies have demonstrated that soft tissue mechanical behavior can be directly altered through crosslinking, but increased understanding of how crosslinking affects intervertebral disc mechanical behavior is needed. In vitro testing of bovine disc and motion segments was used to characterize several important aspects of disc behavior in response to crosslinking after both soaking and injection treatment. The first study was a comparison of different crosslinkers to determine the effect on tensile p

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33

Aouar, Leila. "Les propriétés mécaniques du réseau cellulose/xyloglucanes dans la croissance apicale du tube pollinique." Thèse, 2007. http://hdl.handle.net/1866/8143.

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34

Ferrer, Rodrigo Sebastián, and Pablo Javier Mangieri. "Planificación de nuevos distribuidores para alimentación de proyectos inmobiliarios en la zona de Nueva Córdoba, Alta Córdoba y Alberdi en media tensión (13,2 [kV]) y baja tensión (0,4 [kV])." Bachelor's thesis, 2016. http://hdl.handle.net/11086/2452.

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Proyecto Integrador (IME)--FCEFN-UNC, 2016<br>Trata el planeamiento eficiente de nuevas redes eléctricas en media tensión (13,2[kV] y baja tensión (0,4[kV]), con base en criterios de diseño para brindar una solución óptima al alimentar eléctricamente a nuevos desarrollos inmobiliarios de cierta envergadura, cumplimentando con la expansión del sistema y satisfaciendo los requerimientos de nuevas demandas, garantizando las exigencias que imponene las normativas

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35

Goudarzi, Ali. "Modeling conformance control and chemical EOR processes using different reservoir simulators." Thesis, 2015. http://hdl.handle.net/2152/31338.

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Successful field waterflood is a crucial prerequisite for improving the performance before EOR methods, such as ASP, SP, and P flooding, are applied in the field. Excess water production is a major problem in mature waterflooded oil fields that leads to early well abandonment and unrecoverable hydrocarbon. Gel treatments at the injection and production wells to preferentially plug the thief zones are cost-effective methods to improve sweep efficiency in reservoirs and reduce excess water production during hydrocarbon recovery. There are extensive experimental studies performed by some research

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36

Marquez, Alberto C. "Finite element analysis of welds attaching short doubler plates in steel moment resisting frames." Thesis, 2014. http://hdl.handle.net/2152/28259.

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A number of recent research studies have investigated the performance of panel zones in seismic-resistant steel Special Moment Resisting Frames (SMF). These recent studies investigated various options for attaching doubler plates to the column at beam-column joints in SMF for purpose of increasing the shear strength of the panel zone. This previous work was primarily focused on doubler plates that extend beyond the top and bottom of the attached beams, and considered cases both with and without continuity plates. As an extension to this previous research, this thesis explores the situation whe

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37

Kanzenbach, Lars. "Experimentell-numerische Vorgehensweise zur Entwicklung von Probekörper-Setups für die Charakterisierung technischer Elastomere." 2019. https://monarch.qucosa.de/id/qucosa%3A36514.

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Für die Materialcharakterisierung und Parameteridentifikation von technischen Elastomeren werden homogene Probekörper benötigt. Eine besonders wichtige Beanspruchungsart ist dabei der einachsige Zug/Druck. Für Versuche dieser Art findet die Standard-Hantel Anwendung, die für kombinierte Zug-/Druckversuche geeignet ist. Allerdings lässt sich hier schon bei geringen Druckbelastungen ein inhomogener Messbereich detektieren. Ein Ziel dieser Arbeit besteht in der Entwicklung eines neuen und verbesserten Probekörpers, der für hochpräzise Zug-/Druckversuche geeignet ist. Im Gegensatz zur Standard-Han

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