Дисертації з теми "Shear transfet"
Оформте джерело за APA, MLA, Chicago, Harvard та іншими стилями
Ознайомтеся з топ-50 дисертацій для дослідження на тему "Shear transfet".
Біля кожної праці в переліку літератури доступна кнопка «Додати до бібліографії». Скористайтеся нею – і ми автоматично оформимо бібліографічне посилання на обрану працю в потрібному вам стилі цитування: APA, MLA, «Гарвард», «Чикаго», «Ванкувер» тощо.
Також ви можете завантажити повний текст наукової публікації у форматі «.pdf» та прочитати онлайн анотацію до роботи, якщо відповідні параметри наявні в метаданих.
Переглядайте дисертації для різних дисциплін та оформлюйте правильно вашу бібліографію.
Valle, Mariano Oñar. "Shear transfer in fiber reinforced concrete." Thesis, Massachusetts Institute of Technology, 1991. http://hdl.handle.net/1721.1/72749.
Повний текст джерелаWallenfelsz, Joseph A. "Horizontal Shear Transfer for Full-Depth Precast Concrete Bridge Deck Panels." Thesis, Virginia Tech, 2006. http://hdl.handle.net/10919/31943.
Повний текст джерелаMaster of Science
Pai, Sai Ganesh Sarvotham. "Force transfer around openings in CLT shear walls." Thesis, University of British Columbia, 2014. http://hdl.handle.net/2429/51632.
Повний текст джерелаApplied Science, Faculty of
Civil Engineering, Department of
Graduate
Younes, Imad Sabeh. "Transfer matrix analysis of frame-shear wall systems." Thesis, University of Southampton, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.280922.
Повний текст джерелаRong, Wang. "Instability of shear fluids with mass transfers." Doctoral thesis, Universite Libre de Bruxelles, 1991. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/213013.
Повний текст джерелаKarabulut, Halit. "Condensation heat transfer in the presence of vapour shear." Thesis, Heriot-Watt University, 1991. http://hdl.handle.net/10399/819.
Повний текст джерелаHabouh, Mohamed I. "SHEAR TRANSFER STRENGTH OF CONCRETE PLACED AGAINST HARDENED CONCRETE." University of Akron / OhioLINK, 2015. http://rave.ohiolink.edu/etdc/view?acc_num=akron1439564977.
Повний текст джерелаKamaraldin, Khaled. "Punching shear and moment transfer in reinforced concrete flat slabs." Thesis, University of Westminster, 1990. https://westminsterresearch.westminster.ac.uk/item/94vwq/punching-shear-and-moment-transfer-in-reinforced-concrete-flat-slabs.
Повний текст джерелаSadrizadeh, Sasan. "Instabilities in Pulsating Pipe Flow of Shear-Thinning and Shear-Thickening Fluids." Thesis, Linköpings universitet, Mekanisk värmeteori och strömningslära, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-82037.
Повний текст джерелаBanta, Timothy E. "Horizontal Shear Transfer Between Ultra High Performance Concrete And Lightweight Concrete." Thesis, Virginia Tech, 2005. http://hdl.handle.net/10919/31446.
Повний текст джерелаMaster of Science
Sridharan, Harini. "COUPLED DYNAMICS OF HEAT TRANSFER AND FLUID FLOW IN SHEAR RHEOMETRY." University of Akron / OhioLINK, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=akron1597346164780318.
Повний текст джерелаBensalem, Kamel. "The structural integrity of precast concrete floor systems used as horizontal diaphragms." Thesis, University of Nottingham, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.391132.
Повний текст джерелаBaumard, Théo. "Modelling the influence of infrared preheating and temperature uniformity in forming of powder-impregnated thermoplastic composites Experimental characterization and modeling of the temperature and rate-dependent shear behaviour of powder-impregnated glass fiber/PA66 woven semipregs." Thesis, Ecole nationale des Mines d'Albi-Carmaux, 2019. http://www.theses.fr/2019EMAC0010.
Повний текст джерелаNon-isothermal thermoforming of thermoplastic composites, in which a preconsolidated blank is heated above the melting temperature of the matrix before being formed in a press, is a process well adapted to the high production rates of automotive structural parts, allowing for cycle times < 1 min. Numerical tools to predict the apparition of manufacturing-induced defects based on the process parameters used are of an obvious industrial interest to avoid relying on a cost and time intensive trial-and-error approach. This thesis focused on the development of a comprehensive simulation of the forming of powder-impregnated PA66/glass composites, modelling explicitly the infrared preheating step to investigate the effect of temperature homogeneity on shape defects. The thermophysical and optical properties of the material were characterized experimentally at two levels of consolidation, and as a function of temperature when relevant. The structure of the non-consolidated material leads to a less uniform heating, compared to preconsolidated blanks. A finite element model based on the radiosity method to compute the radiative heat transfer was used to simulate the preheating step; this approach was validated against experimental results from a custom-built infrared oven. The model has been used to investigate the effect of blank sag on temperature distribution, and an optimization method to determine the oven parameters based on a desired temperature field has been presented. The mechanical behaviour of the woven composite during forming was modelled with a hypoelastic continuum approach, implemented in Abaqus/Explicit. The model parameters were determined from experimental tensile tests and in-plane shear tests at various temperatures and shear rates. Non-isothermal simulations of the forming of hemispherical parts were conducted, using the temperature field predicted from the preheating simulation as an input, and showed good agreement with that observed on parts formed on a lab-scale thermoforming setup
Fong, Dickson Wen Jing. "Punching shear in waffle slabs in the presence of biaxial moment transfer." Thesis, University of Nottingham, 2018. http://eprints.nottingham.ac.uk/51640/.
Повний текст джерелаHeard, William Franklin. "Diagonal and horizontal stiffeners for shear transfer in rigid frame square knees." Master's thesis, Mississippi State : Mississippi State University, 2006. http://library.msstate.edu/etd/show.asp?etd=etd-11092006-214442.
Повний текст джерелаGuidorzi, Michael. "Study of the mechanisms of shear transfer in fiber-reinforced concrete elements." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2013. http://amslaurea.unibo.it/5922/.
Повний текст джерелаAoune, Azzeddine. "Experimental and theoretical studies of condensation on a horizontal tube row with vapour shear." Thesis, Heriot-Watt University, 1991. http://hdl.handle.net/10399/811.
Повний текст джерелаEchegaray, Oviedo Javier Andrés. "Upgrading the push-off test to analyze the contribution of steel fiber on shear transfer mechanisms." Doctoral thesis, Universitat Politècnica de València, 2014. http://hdl.handle.net/10251/43723.
Повний текст джерелаEchegaray Oviedo, JA. (2014). Upgrading the push-off test to analyze the contribution of steel fiber on shear transfer mechanisms [Tesis doctoral no publicada]. Universitat Politècnica de València. https://doi.org/10.4995/Thesis/10251/43723
TESIS
Davids, William G. "Modeling of rigid pavements : joint shear transfer mechanisms and finite element solution strategies /." Thesis, Connect to this title online; UW restricted, 1998. http://hdl.handle.net/1773/10157.
Повний текст джерелаHuo, Bingyu. "Experimental and analytical study of the shear transfer in composite shallow cellular floor beams." Thesis, City University London, 2012. http://openaccess.city.ac.uk/1965/.
Повний текст джерелаWang, Xiaohua. "Characterization of Mesoscopic Fluid-like Films with the Novel Shear-force/Acoustic Microscopy." PDXScholar, 2010. https://pdxscholar.library.pdx.edu/open_access_etds/736.
Повний текст джерелаObst, Andreas W. "Nonlinear static and transient analysis of generally laminated beams." Thesis, This resource online, 1991. http://scholar.lib.vt.edu/theses/available/etd-10102009-020113/.
Повний текст джерелаHoffie, Andreas Frank. "Convection Calibration of Schmidt-Boelter Heat Flux Gages in Shear and Stagnation Air Flow." Thesis, Virginia Tech, 2006. http://hdl.handle.net/10919/31422.
Повний текст джерелаMaster of Science
Ganji, Nagesh Lankaranu Hamid M. "Parametric study of load transfer in two-bolted single lap hybrid (bonded/bolted) shear joints." Diss., A link to full text of this thesis in SOAR, 2007. http://soar.wichita.edu/dspace/handle/10057/1133.
Повний текст джерела"May 2007." Title from PDF title page (viewed on Dec. 20, 2007). Thesis adviser: Hamid M. Lankarani. Includes bibliographic references (leaves 62-64).
Valdez, Soto Luis Fernando, and Soto Luis Fernando Valdez. "Finite Element Modeling of Tall Building Structures with Transfer Diaphragms Due to Offset Shear Walls." Thesis, The University of Arizona, 2017. http://hdl.handle.net/10150/625272.
Повний текст джерелаMirtalaie, Kamal. "Shear transfer between precast prestressed bridge beams and in-situ concrete crosshead in continuous structures." Thesis, University of Leeds, 1988. http://etheses.whiterose.ac.uk/310/.
Повний текст джерелаLyszczan, Peter [Verfasser], and Dietmar [Akademischer Betreuer] Göhlich. "Shear Load Transfer and Relaxation in Bolted Joints with Fractured Surfaces / Peter Lyszczan. Betreuer: Dietmar Göhlich." Berlin : Universitätsbibliothek der Technischen Universität Berlin, 2012. http://d-nb.info/1020274123/34.
Повний текст джерелаLynch, Stephen P. "Endwall Heat Transfer and Shear Stress for a Nozzle Guide Vane with Fillets and a Leakage Interface." Thesis, Virginia Tech, 2007. http://hdl.handle.net/10919/31912.
Повний текст джерела
Results from these studies indicate that the secondary flow has a large influence on the coverage area of the leakage coolant. Increased leakage flow rates resulted in better cooling effectiveness and coverage, but also higher heat transfer rates. The two fillet geometries tested affected coolant coverage by displacing coolant around the base of the fillet, which could result in undesirably high gradients in endwall temperature. The addition of a large fillet to the endwall-airfoil junction, however, reduced heat transfer, even when upstream leakage flow was present.
Master of Science
Agarwal, Neeraj. "Transient Shear Flow Rheology of Concentrated Long Glass Fiber Suspensions in a Sliding Plate Rheometer." Thesis, Virginia Tech, 2009. http://hdl.handle.net/10919/34784.
Повний текст джерелаMaster of Science
Singh, Harminder. "Modelling of shear sensitive cells in stirred tank reactor using computational fluid dynamics." Thesis, University of Canterbury. Chemical and Process Engineering, 2011. http://hdl.handle.net/10092/5684.
Повний текст джерелаCroswell, Joseph W. "On the energetics of primary and secondary instabilities in plane Poiseuille flow." Thesis, Virginia Polytechnic Institute and State University, 1985. http://hdl.handle.net/10919/64563.
Повний текст джерелаMaster of Science
Melnyk, Angela Dorothy. "Load transfer characteristics between posterior fusion devices and the lumbar spine under shear loading : an in vitro investigation." Thesis, University of British Columbia, 2011. http://hdl.handle.net/2429/31943.
Повний текст джерелаMohammed, U. "Experimental studies and mathematical modelling of the draping and shear deformation of woven fabrics in resin transfer moulding." Thesis, University of Surrey, 2000. http://epubs.surrey.ac.uk/604/.
Повний текст джерелаRoche, Vincent. "Du manteau au système géothermal de haute température : Dynamique de subduction et anomalies thermiques en Méditerranée orientale." Thesis, Orléans, 2018. http://www.theses.fr/2018ORLE2007/document.
Повний текст джерелаHigh temperature geothermal resources are mainly located along subduction zones. The Menderes geothermal Province (Turkey) offers the opportunity to study amagmatic geothermal systems, without necessarily invoking a magmatic heat source in the upper crust. This study shows that high temperatures in the back-arc domain are primarily related to subduction dynamics (i.e. rollback and tearing). Numerical models suggest that shear heating and mantle flows increase temporarily the amount of heat flow at the base of the crust. Furthermore, field studies on the entire Aegean region (Cyclades, Dodecanese and Western Anatolia) show a similar tectonic and thermal evolution since the Cretaceous, characterized by a succession of episodes of HP-LT and HT-LP metamorphism. Moreover, the contribution of TRSCM and radiochronometric data (⁴⁰Ar-³⁹Ar, U-Pb) reveals the formation of a largethermal pulse contemporaneous with the exhumation of the Menderes MCC. This event occurs in the Miocene and may be explained by a drastic change in subduction dynamics (i.e. slab tearing under the Menderes Massif).Crustal-scale structures (i.e. detachments) induce the emplacement of the Menderes MCC, and also control deep fluids circulation in the crust from brittle-ductile transition zone to the surface without magmatic contribution inthe upper crust. As a consequence, the Menderes geothermal Province is recognized as a most important active geothermal province in the world because it results from subduction dynamics. This dynamics thus controls thespatial and temporal distribution of thermal anomaly and extension, inducing crustal-scale permeable structures(detachments) that enhance fluids circulation
Mokwatlo, Sekgetho Charles. "Analysis of succinic acid-producing biofilms of Actinobacillus succinogenes." Diss., University of Pretoria, 2020. http://hdl.handle.net/2263/76114.
Повний текст джерелаThesis (PhD)--University of Pretoria, 2020.
NRF
Chemical Engineering
PhD
Unrestricted
Kopf, Florian [Verfasser]. "Experimental and Numerical Geometry Optimization of Hollow Fiber Membranes for Efficient Mass Transfer at Low Shear Stress / Florian Kopf." München : Verlag Dr. Hut, 2017. http://d-nb.info/1149580453/34.
Повний текст джерелаTsotras, Achillefs. "On the interaction between modal behaviour and shear force behaviour of a pneumatic tyre." Thesis, Loughborough University, 2010. https://dspace.lboro.ac.uk/2134/6031.
Повний текст джерелаSuwa, Akihiko 1972. "Simulation of phase domain breakup and coalescence in strong shear and transient flows using lattice-Boltzmann method." Thesis, Massachusetts Institute of Technology, 1998. http://hdl.handle.net/1721.1/50408.
Повний текст джерелаGomez, Giraldo Evelio Andres. "Observations of energy transfer mechanisms associated with internal waves." University of Western Australia. Centre for Water Research, 2007. http://theses.library.uwa.edu.au/adt-WU2007.0045.
Повний текст джерелаGunasekaran, Sidaard. "Relationship Between the Free Shear Layer, the Wingtip Vortex and Aerodynamic Efficiency." University of Dayton / OhioLINK, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1470231642.
Повний текст джерелаYuen, K. W. H. "A study of boundary shear stress, flow resistance and momentum transfer in open channels with simple and compound trapezoidal cross sections." Thesis, University of Birmingham, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.492540.
Повний текст джерелаNam, Soonkie. "Effects of Reservoir Releases on Slope Stability and Bank Erosion." Diss., Virginia Tech, 2011. http://hdl.handle.net/10919/77114.
Повний текст джерелаPh. D.
Kolli, Kranthi Kumar. "Domain Effects in the Finite / Infinite Time Stability Properties of a Viscous Shear Flow Discontinuity." Connect to this title, 2008. http://scholarworks.umass.edu/theses/204/.
Повний текст джерелаEaves, Thomas Scott. "Generalised nonlinear stability of stratified shear flows : adjoint-based optimisation, Koopman modes, and reduced models." Thesis, University of Cambridge, 2016. https://www.repository.cam.ac.uk/handle/1810/260824.
Повний текст джерелаMemon, Muhammad Omar. "Wingtip Vortices and Free Shear Layer Interaction in the Vicinity of Maximum Lift to Drag Ratio Lift Condition." University of Dayton / OhioLINK, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1492701624726378.
Повний текст джерелаDiemuodeke, Ogheneruona Endurance. "Modelling of Liquid Breakup Mechanisms in Engineering Systems." Thesis, Cranfield University, 2014. http://dspace.lib.cranfield.ac.uk/handle/1826/9289.
Повний текст джерелаYepez, Silva-Santisteban Bernardo Onagar. "Estudo dos parametros de engenharia de processo que afetam a fisiologia e a produção de inulinase por Kluyveromyces marxianus ATCC 16045." [s.n.], 2006. http://repositorio.unicamp.br/jspui/handle/REPOSIP/256550.
Повний текст джерелаTese (doutorado) - Universidade Estadual de Campinas, Faculdade de Engenharia de Alimentos
Made available in DSpace on 2018-08-05T17:05:43Z (GMT). No. of bitstreams: 1 YepezSilva-Santisteban_BernardoOnagar_D.pdf: 1839103 bytes, checksum: 44dfdd6f4dc2a025d2bcdbcf149d2ef1 (MD5) Previous issue date: 2006
Doutorado
Doutor em Engenharia de Alimentos
Souzy, Mathieu. "Mélange dans les suspensions de particules cisaillées à bas nombre de Reynolds." Thesis, Aix-Marseille, 2016. http://www.theses.fr/2016AIXM4719/document.
Повний текст джерелаMainly based on experiments, I investigated at a particle scale the mechanisms at the origin of the transfer enhancement in sheared non-Brownian and non-inertial particulate suspensions. First, I revisited Taylor's experiment, investigating the evolution of a drop of dye in a periodic shear. Beyond a critical strain amplitude, the presence of the particles breaks the reversibility of the system and the drop of dye is rapidly dispersed in the surrounding medium. Then, investigating the transfer process in the wall vicinity, I showed that in this region, the rotation of the particles convectively transport a scalar at a constant rate directly from the wall towards the bulk of the suspension, breaking the diffusive boundary layer. An analytical solution for the concentration profile in this region is proposed, in good agreement with experimental measurements. Lastly, high-resolution PIV measurements of the fluid phase were performed in the bulk of the suspension. Using these velocity fields, we reconstructed the stretching histories of fluid material lines to determine the stretching laws, crucial for the understanding of the mixing process. The presence of the particles changes the very nature of the stretching laws from linear, in a pure fluid, to exponential in the presence of particles. A multiplicative stretching model is proposed, which quantitatively predicts the experimentally measured evolution of the mean and the variance of the elongations of the fluid material lines as well as their evolution towards a log-normal distribution. The strong stretching inhomogeneity in sheared suspensions results in a broad distribution of the mixing time
Golightly, Christopher Robert. "Engineering properties of carbonate sands : the geological origins, classification, engineering, shear and triaxial stress path properties of four carbonate sands. The analysis of the transfer function for pile skin friction." Thesis, University of Bradford, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.285066.
Повний текст джерелаOliveira, Elisandra Miranda de. "Transferência dos esforços cisalhantes em juntas de pavimentos rígidos." Universidade Federal de Goiás, 2008. http://repositorio.bc.ufg.br/tede/handle/tede/6783.
Повний текст джерелаApproved for entry into archive by Luciana Ferreira (lucgeral@gmail.com) on 2017-01-26T10:18:11Z (GMT) No. of bitstreams: 2 Dissertação - Elisandra Miranda de Oliveira - 2008.pdf: 8045679 bytes, checksum: bbc3ccef6840ca7cc9f60fd22a61ed85 (MD5) license_rdf: 0 bytes, checksum: d41d8cd98f00b204e9800998ecf8427e (MD5)
Made available in DSpace on 2017-01-26T10:18:12Z (GMT). No. of bitstreams: 2 Dissertação - Elisandra Miranda de Oliveira - 2008.pdf: 8045679 bytes, checksum: bbc3ccef6840ca7cc9f60fd22a61ed85 (MD5) license_rdf: 0 bytes, checksum: d41d8cd98f00b204e9800998ecf8427e (MD5) Previous issue date: 2008-09-17
Conselho Nacional de Pesquisa e Desenvolvimento Científico e Tecnológico - CNPq
The joint is part of the constructive process of the rigid pavement. In its implementation the section of concrete located below it is weakened and eventually becoming the most vulnerable of the pavement can arise where the possible diseases that may affect their strength and durability. Despite the importance that the joint has in the life of the rigid pavement it is not exploited, and therefore became the main subject of this study. This work is an experimental study of the sawed joint in rigid pavement of concrete with evaluation of the transference of shear strength through the saweds joints. The experimental program consisted of test of fourteen simple concrete plates with sawed joint, and adoption of the following variable: presence of smooth dowel of Ø 12,5mm, variation of the length of dowel (500 mm, 400 mm and 300 mm), variation of the thickness of the plates (120 mm and 160 mm), variation of the strength to the compression of the concrete (20 MPa and 30 MPa) and of the type of used concrete (conventional and autoadensável). These plates had been supported on natural and assayed rubber layers with static shipment application in one of the sides of the together one until the rupture of the plate. The results had shown that: the use of dowel in these meetings increases the efficiency in the transference of efforts; the increase in the thickness of the plate increases the resistant capacity of the together one, the efficiency in the transference of efforts and possesss minors displacements of the plate during the application of the shipment; the dowel with reduced size are efficient, but the bars of 400 mm present resulted next to the one to the bar in commercial size, 500 mm; the plates in autoadensável concrete after the fissuration practically do not present contribution of the concrete in the transference of efforts for the intertravamento of aggregates; the sawed joint depth of the together one has influence in the way of rupture of the plate and tack relation enters the bar of transference and concret.
A junta faz parte do processo construtivo do pavimento de concreto. Na sua execução a seção de concreto localizada abaixo dela fica enfraquecida e acaba se tornando o ponto mais vulnerável do pavimento onde podem surgir as possíveis patologias que venham a afetar a sua resistência e durabilidade. Apesar da importância que a junta possui na vida útil do pavimento de concreto este assunto é pouco explorado, e por isso se tornou o objeto principal deste estudo. Este trabalho é um estudo experimental das juntas serradas em pavimento rígido de concreto com avaliação da transferência de esforços cisalhantes através das juntas serradas. O programa experimental constou de ensaios de quatorze placas em concreto simples com junta serrada, e adoção das seguintes variáveis: presença de barra de transferência lisa de Ø 12,5mm, variação do comprimento das barras de transferência (500 mm, 400 mm e 300 mm), variação da espessura das placas (120 mm e 160 mm), variação da resistência característica à compressão do concreto (20 MPa e 30 MPa) e do tipo de concreto utilizado (convencional e autoadensável). Essas placas foram apoiadas sobre camadas de borracha natural e ensaiadas com aplicação de carregamento estático em um dos lados da junta até a ruptura da placa. Os resultados mostraram que: o uso de barras de transferência nessas juntas aumenta a eficiência na transferência de esforços; o aumento na espessura da placa aumenta a capacidade resistente da junta, a eficiência na transferência de esforços e possuem menores deslocamentos da placa durante a aplicação do carregamento; as barras com tamanho reduzido são eficientes, mas as barras de 400 mm apresentam resultados próximos ao da barra em tamanho comercial, 500 mm; as placas em concreto autoadensável após a fissuração praticamente não apresentam contribuição do concreto na transferência de esforços pelo intertravamento dos agregados; a profundidade da junta serrada tem influência no modo de ruptura da placa e relação de aderência entre a barra de transferência e o concreto.