Дисертації з теми "Joints loads"
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Angelakos, Bill. "The behavior of reinforced concrete knee joints under earthquake loads." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0003/NQ41091.pdf.
Повний текст джерелаDale, Kenneth William 1971. "Behaviour of tubular connections under variable repeated loads." Monash University, Dept. of Civil Engineering, 2001. http://arrow.monash.edu.au/hdl/1959.1/8848.
Повний текст джерелаLi, Huawei. "Dynamic performance of reinforced concrete beams and joints subjected to impact loads." Thesis, Curtin University, 2021. http://hdl.handle.net/20.500.11937/84205.
Повний текст джерелаSrinivasan, Shiva. "Characterization of stresses induced in doweled joints due to thermal and impact loads." Morgantown, W. Va. : [West Virginia University Libraries], 2001. http://etd.wvu.edu/templates/showETD.cfm?recnum=2186.
Повний текст джерелаTitle from document title page. Document formatted into pages; contains x, 114 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 108-113).
Zarco-GonzaÌlez, JoseÌ Carlos. "Analysis of damage progression in composite joints subjected to bearing and by-pass loads." Thesis, Oxford Brookes University, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.432764.
Повний текст джерелаLo, Clifford Fook Leong. "Behaviour and design of eccentrically loaded bolted connections." Thesis, McGill University, 1987. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=63986.
Повний текст джерелаAl-Mukhtar, Ahmed. "The safety analysis concept of welded components under cyclic loads using fracture mechanics method." Doctoral thesis, Technische Universitaet Bergakademie Freiberg Universitaetsbibliothek "Georgius Agricola", 2010. http://nbn-resolving.de/urn:nbn:de:bsz:105-qucosa-39477.
Повний текст джерелаDie Bewertung einer Schweißnaht ist ein großes Forschungsgebiet und hat viele Möglichkeiten für Lösungskonzepte und Vorhersagen. Obwohl für die Schwingfestigkeit und die Spannungsintensitätsfaktor (SIF)-Lösungen in verschiedenen Handbüchern Empfehlungen ausgewiesen sind, sind diese Werte nur für eine geringe Anzahl von Proben, Komponenten, Belastungsfälle und Schweißgeometrien verfügbar. Die vorhandenen Lösungsansätze sind nicht immer für spezielle technische Anwendungen geeignet. Darüber hinaus sind zuverlässige bewährte Lösungen von Spannungsintensitätsfaktoren immer noch schwierig zu finden, obwohl verschiedene SIF-Handbücher mit Hinweis auf den anliegenden nominalen SIF veröffentlicht sind. Der Einfluss von Eigenspannungen ist eine der größten Herausforderungen bei der Lebensdauerabschätzung. Aufgrund der Tatsache, dass infolge der Eigenspannungen sowohl die Spannungsverteilung als auch der SIF verändert werden, muss eine Abschätzung erfolgen. Die Spannungsverteilung wird durch viele Parameter beeinflusst, wie zum Beispiel den Werkstoff, die Nahtgeometrie und den Schweißprozess. In der vorliegenden Arbeit wurde für die Berechnung des Ermüdungsrisswachstums unter verschiedenen Kerbfällen das Konzept der linear-elastischen Bruchmechanik (LEBM) verwendet, welches K-Lösungen für die Rissspitze bei unterschiedlichen Fällen der Schweißgeometrie berücksichtigt. Aufgrund der Komplexität der Risskonfigurationen und der Spannungsfelder in praxisrelevanten Komponenten werden weitere Hilfsmittel zur Berechnung von Spannungsintensitätsfaktoren benötigt, welche die herkömmlichen Lösungen in Handbüchern erweitern. Deshalb wurde die Finite Elemente Methode (FEM) zur Berechnung von Spannungsintensitätsfaktoren an Rissen verwendet. Die LEBM wird in der FEMSoftware FRANC berücksichtigt. Die aus Eigenspannungen resultierenden Spannungsintensitätsfaktoren wurden mit Hilfe der Gewichtsfunktionsmethode berechnet. Die Ermüdungslebensdauer (Schwingfestigkeit) von tragenden und nichttragenden Schweißnähten mit ungenügender Durchschweißung beziehungsweise Kerbriss wurden mit Hilfe der LEBM durch Integration der Zyklischen Risswachstumskurve ermittelt. Zur Validierung des FEM-Modells konnte in einigen untersuchten Fällen auf experimentelle Ergebnisse zur Lebensdauer und zum SIF aus der Literatur zurückgegriffen werden, wo identische Geometrien, Materialeigenschaften und Belastungsverhältnisse der Naht vorlagen. Unter Vorgabe des Werkstoffes und der Prüfbedingungen wurde das Risswachstumsverhalten mit dem Zusammenhang von Risswachstumsgeschwindigkeit da/dN und zyklischem Spannungsintensitätsfaktor K mit dem Paris-Gesetz beschrieben. Eine numerische Integration der Paris-Gleichung erfolgte über ein FORTRAN-Programm. Die damit erhaltenen Ergebnisse sind als Ermüdungslebensdauer (Schwingfestigkeit) verwendbar. Die berechneten SIF‘en entlang der Paris-Geraden werden zur Vorhersage des Risswachstums benutzt. Die typischen Risslängen für jede Nahtgeometrie wurden mit Hilfe des eigens integrierten Programmes ermittelt. Zur Berücksichtigung des Einflusses von Eigenspannungen wird empfohlen, Risswachstumsgleichungen zu nutzen, die empfindlich auf das Spannungsverhältnis R reagieren. Für die vorliegende Zielsetzung gilt der Lösungsansatz nach Forman, Newman und de Konig (FNK) als der am besten geeignete. Trotz der jüngsten, beträchtlichen Fortschritte in den bruchmechanischen Theorien und Anwendungen sind systematische Studien zum Einfluss der Schweißgeometrie und der Eigenspannungen auf das Ermüdungsrisswachstum, in welchen der SIF aufgrund extern anliegender Beanspruchungen (Kapp) mit der FEM berechnet wurde, in der Literatur kaum vorhanden. Im Gegensatz dazu wurde der SIF infolge von Eigenspannungen (Kres) mit Hilfe der analytischen Gewichtsfunktionsmethode und der Eigenspannungsverteilung berechnet. Um den Einfluss von Eigenspannungen auf das Versagen einer Schweißverbindung abzuschätzen, muss deren Verteilung bekannt sein. Obwohl die Wirkung von Eigenspannungen auf das Ermüdungsverhalten in geschweißten Strukturen und Komponenten schon lange bekannt ist, ist der Zugriff auf verlässliche und präzise Daten von räumlichen Eigenspannungsfeldern begrenzt. Bezüglich einer konzeptionellen Sicherheitsanalyse von geschweißten Komponenten mit bruchmechanischen Methoden begründet diese Arbeit einen systematischen Ansatz, um den Einfluss von Schweißeigenspannungen auf das Ermüdungsrisswachstum zu verdeutlichen
Guivarch, Damien. "Méthodes et outils d'aide à l'estimation des efforts sur les ensembles mécaniques en phase d'architecture. Application aux hélicoptères." Electronic Thesis or Diss., Toulouse, INSA, 2019. http://www.theses.fr/2019ISAT0053.
Повний текст джерелаNew software tools are used to simulate the transient dynamic behaviour of multi-body mechanical systems. Could they provide a good forecast of loads applied on helicopter rotary wing system? The work developed in this thesis provides some answers to this question, knowing that the context considered presents many difficulties: flexible bodies, complex mechanical links, hyperstatisms… The stakes are high because the development cycle of these mechanical assemblies would be greatly reduced by a correct estimation of loads during the first steps of the design of a new architecture. In this context, a new level of modeling is introduced, focusing on the dynamic systems studied. Since this level is part of a multi-scale approach, it is necessary to feed it with simplified models of the subassemblies that form the studied system, and this leads to so-called local studies. The presentation of this work is based on the rotary wing system of H160 helicopter, currently in industrialization phase at Airbus Helicopters, which includes the blades, the main rotor and the hydraulic control actuators. Three major developments are detailed: modelling of a swashplates sub-assembly, blades and the rotary wing system.The new modelling framework thus created allows the loads estimation at the level of the mechanical links of these systems and the monitoring of their evolution over time
Spittka, Berndt F. (Berndt Friedrich) 1980. "Analysis of headless shear stud connections." Massachusetts Institute of Technology, 2012. http://hdl.handle.net/1721.1/74404.
Повний текст джерелаCataloged from PDF version of thesis.
Includes bibliographical references (p. 115-117)
Highway bridges are exposed to numerous elemental and loading issues that are extremely difficult for a designer to anticipate and account for during design. The current state of practice is to design a bridge deck for a certain life span and then turn the bridge over to maintenance personnel who attempt to prolong the life of the deck through a variety of repair and rehabilitation measures. These repair measures are rarely, if ever, considered during the design process of the bridge deck. Numerous researchers have looked at making bridges, specifically decks, more repairable. The majority of these research efforts have focused on the bridge deck system as a whole. Other researchers have looked at individual elements of the bridge deck to girder connection to see if the required strength could be achieved while making the connections easier to take apart. One of the main components in the bridge deck to girder system is the steel shear stud connection, which is used to create composite action between the deck and the girder. Numerous researchers have studied this connection from a strength perspective, and the strength equations for the shear connection have been codified. Shear connections using headless studs have been researched as well, but always as a part of a larger deck to girder connection system. The headless stud has never been researched to see how it responds to a shear loading. This study looks at headless studs with varying levels of debonding along the stud shaft to analyze the impact on the load resistance that the levels of debonding would have. Granular materials for the shear transfer of load are also looked at. The results show that, as expected, the headless, debonded shear studs can carry less load than a bonded stud, but the difference in load carrying capacity is within the suggested over-estimation range of the codes that other researchers have suggested. These results suggest that the use of headless, debonded shear studs in a deck to girder connection is a feasible way to make that connection more repairable.
Funded by the U.S. Dept. of the Army.
by Berndt F. Spittka
S.M.
Carroll, Jeffery D. "Withdrawal and combined load capacity of threaded fastener wood joints /." This resource online, 1988. http://scholar.lib.vt.edu/theses/available/etd-04122010-083654/.
Повний текст джерелаCruz, Helena Maria Pires. "Nailed timber joints subjected to alternating load cycles." Thesis, University of Brighton, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.357016.
Повний текст джерелаCarroll, Jeffrey D. "Withdrawal and combined load capacity of threaded fastener wood joints." Thesis, Virginia Tech, 1988. http://hdl.handle.net/10919/42043.
Повний текст джерелаNi, Chun. "Behavior of nailed timber joints under reversed cyclic load." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/nq23869.pdf.
Повний текст джерелаLeen, Sean B. "Elastic-plastic generalised load-displacement prediction for tubular joints." Thesis, University of Nottingham, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.287266.
Повний текст джерелаHong, Jiazheng. "A Semi-Analytical Load Distribution Model of Spline Joints." The Ohio State University, 2015. http://rave.ohiolink.edu/etdc/view?acc_num=osu1426110670.
Повний текст джерелаModenese, Luca. "Biomechanics, musculoskeletal modelling, hip joint loads prediction, muscle force estimation." Thesis, Imperial College London, 2012. http://hdl.handle.net/10044/1/39476.
Повний текст джерелаSahboun, Salahaddin. "V-band joint torsional load capacity." Thesis, University of Huddersfield, 2015. http://eprints.hud.ac.uk/id/eprint/28321/.
Повний текст джерелаSöderberg, Johan. "A finite element method for calculating load distributions in bolted joint assemblies." Thesis, Linköpings universitet, Mekanik, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-81739.
Повний текст джерелаSandahl, William, and Jesper Bragsjö. "Utdragskapacitet Sidokoppling Håldäck." Thesis, Högskolan i Halmstad, Akademin för ekonomi, teknik och naturvetenskap, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-34506.
Повний текст джерелаFernandez, Mauricio. "Effects of Temperature and Creep on the Clamp-up Load in Hybrid Metal to Composite Bolted Joints." Fogler Library, University of Maine, 2008. http://www.library.umaine.edu/theses/pdf/FernandezM2008.pdf.
Повний текст джерелаKorolija, Alexandra. "FE modeling of bolted joints in structures." Thesis, Linköpings universitet, Hållfasthetslära, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-81110.
Повний текст джерелаTimko, Paul Daniel. "Finite Element Analysis of Unbraced Structural Wood I-Joists Under Construction Loads." Thesis, Virginia Tech, 2009. http://hdl.handle.net/10919/42527.
Повний текст джерелаMaster of Science
Arnold, Stuart John. "Load transfer across cracks and joints in concrete slabs on grade." Thesis, Loughborough University, 2004. https://dspace.lboro.ac.uk/2134/7581.
Повний текст джерелаKratochvil, Jan. "Asymptotic Analysis of the Load Transfer on Double-Lap Bolted Joints." Phd thesis, Techn. Univ., Studienbereich Mechanik, 2012. https://tuprints.ulb.tu-darmstadt.de/2997/1/Diss_Kratochvil.pdf.
Повний текст джерелаBlom, Arvid. "Speed dependent friction in bolt joints." Thesis, KTH, Maskinkonstruktion (Inst.), 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-141687.
Повний текст джерелаThis report examines the speed dependency of frictional behavior in zinc plated 8.8 M12x1.75 bolt joints with an 82 mm clamping length at a tightening torque of 120 Nm. A total of 84 test tightenings have been performed with new bolts, nuts and washers for each tightening. The tests are performed using equipment supplied by Atlas Copco and all data is imported and analyzed in Matlab. It is found that within one standard deviation of the mean value the clamping force can vary as much as 90% depending on where in the 10-200 rpm speed range the bolt is tightened. Furthermore it is concluded that the residual torque is also highly speed dependent, registering at ~5 Nm above the final torque at 10 rpm and ~20 Nm above at 200 rpm. An initial hypothesis was developed regarding the pressure distribution in the thread and under the bolt head in the hopes that better understanding and modeling of this aspect could help predict frictional behavior in the bolt joint. This hypothesis was abandoned after it is concluded that the impact of an improved pressure model would be much too small to be noticeable due to the already large scatter in frictional coefficients.
Charlton, Zachary. "Innovative Design Concepts for Insulated Joints." Thesis, Virginia Tech, 2007. http://hdl.handle.net/10919/35509.
Повний текст джерелаMaster of Science
Bamberg, Christopher Ryan. "Lateral Movement of Unbraced Wood Composite I-Joists Exposed to Dynamic Walking Loads." Thesis, Virginia Tech, 2009. http://hdl.handle.net/10919/31977.
Повний текст джерелаExperimental results for this research consisted of the I-joistâ s lateral accelerations, lateral displacements and twist. An Analysis of Covariance (ANCOVA) was used for the statistical analysis of the results and was performed for each measurement. The statistical analysis determined the effects of different bracing configurations, stiffnesses, measurement locations as well as test subjectsâ weight and occupation.
Test results and observed trends are provided for all test configurations. Lateral displacement and twist experienced the same trend throughout the experiment: as brace stiffness increased, lateral displacement and twist decreased. This correlated with basic beam theory and bracing fundamentals. It should be noted that as the stiffness increased, the effect on lateral displacement and twist response decreased.
However, the trend for lateral displacement and twist was not observed for the lateral accelerations. The 1.2 lb/in. brace stiffness had much larger lateral accelerations for the 60 in. brace configuration throughout the span and were also larger at the bracing point for the 80 in. brace configuration. This could have been due to the energy applied from the springs or a natural frequency of the I-joist system could have been reached during testing. However, the other four brace stiffnesses followed the same trend as the lateral displacements and twist.
In addition, this research demonstrates a method for the measurement of lateral buckling due to worker loads. The mitigation of lateral buckling can use appropriate bracing systems. The measurements of the change in lateral buckling behavior can be used to develop safety devices and ultimately ensure the protection of construction workers.
Master of Science
Starikov, Roman. "Quasi-static and fatigue behaviour of composite bolted joints." Doctoral thesis, Stockholm, 2001. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-3163.
Повний текст джерелаLi, Yantao. "Behaviour of moment-resisting multi-fastener joints subject to reversed cyclic load." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape2/PQDD_0035/MQ65502.pdf.
Повний текст джерелаWilke, Fabian [Verfasser]. "Load Bearing Behaviour of Grouted Joints Subjected to Predominant Bending / Fabian Wilke." Aachen : Shaker, 2014. http://d-nb.info/1049381440/34.
Повний текст джерелаChastain, Patrick Alan. "Effects of load proportioning on the capacity of multiple-hole composite joints." Thesis, Virginia Polytechnic Institute and State University, 1985. http://hdl.handle.net/10919/90922.
Повний текст джерелаM.S.
Boseman, Mark F. "Study of load transfer and fracture on composite-to-metal-wire joints." Thesis, Monterey, Calif. : Naval Postgraduate School, 2009. http://edocs.nps.edu/npspubs/scholarly/theses/2009/March/09Mar%5FBoseman.pdf.
Повний текст джерелаThesis Advisor(s): Kwon, Young W. "March 2009." Description based on title screen as viewed on April 23, 2009. Author(s) subject terms: butt joint, overlap joint, modified-wire-end-shape joint, finite element method, energy release rate, virtual crack closure method, fracture toughness, ansys. Includes bibliographical references (p. 43). Also available in print.
Rastogi, Naveen. "Load transfer in the stiffener-to-skin joints of a pressurized fuselage." Diss., This resource online, 1995. http://scholar.lib.vt.edu/theses/available/etd-06062008-155607/.
Повний текст джерелаYaghin, Mohammad Ali Lotfollahi. "Joint probabilities of responses to wave induced loads on monohull floating offshore structures." Thesis, Heriot-Watt University, 1996. http://hdl.handle.net/10399/687.
Повний текст джерелаGutierrez-Franco, Juan. "THE EFFECTS OF OBESITY ON RESULTANT KNEE JOINT LOADS FOR GAIT AND CYCLING." DigitalCommons@CalPoly, 2016. https://digitalcommons.calpoly.edu/theses/1624.
Повний текст джерелаMüller, Matthias. "Predicting the ultimate axial load capacity of joints formed using V-band retainers." Thesis, University of Huddersfield, 2011. http://eprints.hud.ac.uk/id/eprint/12144/.
Повний текст джерелаHsueh, Fu-Kan. "Load-response of GFRP cellular deck joints comprising GFRP bar-reinforced polymer concrete." Thesis, University of Bristol, 2014. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.702461.
Повний текст джерелаCasas-Rodriguez, Juan P. "Damage in adhesively bonded joints : sinusoidal and impact fatigue." Thesis, Loughborough University, 2008. https://dspace.lboro.ac.uk/2134/11814.
Повний текст джерелаKim, Sunghwan. "Early age behavior of jointed plain concrete pavements subjected to environmental loads." [Ames, Iowa : Iowa State University], 2006.
Знайти повний текст джерелаBenatar, Michael A. "An Experimental Investigation of the Load Distribution of Splined Joints under Gear Loading Conditions." The Ohio State University, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=osu1460908970.
Повний текст джерелаSander, Jason Andrew. "Mechanical-Empirical Performance of U.S. 50 Joint Sealant Test Pavement." University of Cincinnati / OhioLINK, 2007. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1176222025.
Повний текст джерелаPiyasin, Surasith. "The design of the hollow-bore clevis-pin type of load cell." Thesis, University of Sheffield, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.322937.
Повний текст джерелаVidová, Miriama. "Objekt střediska živočišné výroby." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391888.
Повний текст джерелаCotter, Joshua Allan. "The Effect of Squat Load and Depth on Patellofemoral Joint Kinetics." The Ohio State University, 2009. http://rave.ohiolink.edu/etdc/view?acc_num=osu1243606700.
Повний текст джерелаGanji, 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).
Nazirizadeh, Susan. "Estimates of load rates on the lower limb joints using smartphone accelerometers during physical activity." Thesis, University of Southampton, 2018. https://eprints.soton.ac.uk/422272/.
Повний текст джерелаCunningham, Ronald. "Effects of joint continuity on tapered member steel portal framed structures." Thesis, Heriot-Watt University, 1987. http://hdl.handle.net/10399/1051.
Повний текст джерелаKhoury, Issam Semaan. "Load transfer mechanism in rigid pavement." Ohio : Ohio University, 1993. http://www.ohiolink.edu/etd/view.cgi?ohiou1175710176.
Повний текст джерелаTo, Albert C. (Albert Chi Fu) 1975. "Lateral load capacity of drilled shafts in jointed rock." Thesis, Massachusetts Institute of Technology, 1999. http://hdl.handle.net/1721.1/40018.
Повний текст джерелаIncludes bibliographical references (p. 263).
Large vertical (axial) and lateral loads often act on the heads of drilled shafts in jointed rock. In current design practice, the p-y curve method used in design of laterally loaded drilled shafts in soil is adopted in the design of such shafts in jointed rock. The p-y curve method treats the soil as a continuum. The continuum model is not applicable to jointed rock, in which the joints form blocks. A new discontinuum model was developed in this thesis to determine the lateral load capacity of drilled shafts in a jointed rock mass with two and three joint sets. It contains two parts: a kinematic and a kinetic analysis. In the kinematic analysis, the removability theorem of a convex block is expanded to analyze the removability of a block intersecting a pile and the removability of a combination of blocks. Based on these removability theorems, a method was developed to select removable combinations of blocks using easily constructed 2-dimensional figures only. In kinetics, each selected removable combination of blocks is analyzed with the limit equilibrium approach to determine the ultimate lateral load capacity. Although the analysis is similar to slope stability analysis, it is more complicated with the addition of a lateral force exerted by the pile and the vertical pile load exerted on the wedge. The analysis also considers the weight of the wedge, the shearing resistance along the joints, and the vertical pile load exerted on the wedge. Simple analytical relations were developed to solve for the ultimate lateral load capacity.
by Albert C. To.
S.M.
Lyszczan, 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 джерела