Literatura académica sobre el tema "Shakedown"
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Artículos de revistas sobre el tema "Shakedown"
Chukkan, Jazeel R., Guiyi Wu, Michael E. Fitzpatrick, Elvin Eren, Xiang Zhang y Joe Kelleher. "Residual stress redistribution during elastic shake down in welded plates". MATEC Web of Conferences 165 (2018): 21004. http://dx.doi.org/10.1051/matecconf/201816521004.
Texto completoWang, Kangyu, Yan Zhuang y Hanlong Liu. "Shakedown analysis for the evaluation of strength and bearing capacity of multilayered railway structures". Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit 232, n.º 9 (29 de marzo de 2018): 2324–35. http://dx.doi.org/10.1177/0954409718766952.
Texto completoAbdalla, Hany F., Mohammad M. Megahed y Maher Y. A. Younan. "Determination of Shakedown Limit Load for a 90-Degree Pipe Bend Using a Simplified Technique". Journal of Pressure Vessel Technology 128, n.º 4 (9 de febrero de 2006): 618–24. http://dx.doi.org/10.1115/1.2349575.
Texto completoHamilton, R., J. T. Boyle, J. Shi y D. Mackenzie. "A Simple Upper-Bound Method for Calculating Approximate Shakedown Loads". Journal of Pressure Vessel Technology 120, n.º 2 (1 de mayo de 1998): 195–99. http://dx.doi.org/10.1115/1.2842240.
Texto completoJappy, Alan, Donald Mackenzie y Hao Feng Chen. "A Multi-Surface Plasticity Method for Lower Bound Shakedown Load". Key Engineering Materials 795 (marzo de 2019): 458–65. http://dx.doi.org/10.4028/www.scientific.net/kem.795.458.
Texto completoShiau, S. H. y H. S. Yu. "Load and Displacement Prediction for Shakedown Analysis of Layered Pavements". Transportation Research Record: Journal of the Transportation Research Board 1730, n.º 1 (enero de 2000): 117–24. http://dx.doi.org/10.3141/1730-14.
Texto completoShiau, Jim S. "A Shakedown Limit under Hertz Contact Pressure". Advanced Materials Research 291-294 (julio de 2011): 1506–10. http://dx.doi.org/10.4028/www.scientific.net/amr.291-294.1506.
Texto completoAbdalla, Hany F., Mohammad M. Megahed y Maher Y. A. Younan. "Shakedown Limits of a 90-Degree Pipe Bend Using Small and Large Displacement Formulations". Journal of Pressure Vessel Technology 129, n.º 2 (17 de septiembre de 2006): 287–95. http://dx.doi.org/10.1115/1.2716433.
Texto completoYu, H. S. "Three-dimensional analytical solutions for shakedown of cohesive-frictional materials under moving surface loads". Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences 461, n.º 2059 (23 de mayo de 2005): 1951–64. http://dx.doi.org/10.1098/rspa.2005.1445.
Texto completoZhang, Yang, Wei Zhang, Yi He Qi y Jian Wang. "Element Bearing Ratio Based Shakedown Analysis for Branch Pipe". Advanced Materials Research 842 (noviembre de 2013): 586–90. http://dx.doi.org/10.4028/www.scientific.net/amr.842.586.
Texto completoTesis sobre el tema "Shakedown"
Zhang, Jin. "Shakedown of porous materials". Thesis, Lille 1, 2018. http://www.theses.fr/2018LIL1I044/document.
Texto completoThis thesis is devoted to the determination of shakedown limit states of porous ductile materials based on Melan's static theorem by considering the hollow sphere model, analytically and numerically. First of all, we determine the analytical macroscopic shakedown criterion of the considered unit cell with von Mises matrix under alternating and pulsating special loading cases. The proposed macroscopic analytical criterion depends on the first and second macroscopic stresses invariants, the sign of the third one and Poisson's ratio. Then, the procedure is extended to the general cyclically repeated loads by the construction of a more appropriate trial residual stress field allowing analytical computations and the improvement of the previous model simultaneously. Moreover, this approach is applied to porous materials with dilatant Drucker-Prager matrix.The idea relies firstly on the exact solution for the pure hydrostatic loading condition. It turns out that the collapse occurs by fatigue. Next, suitable trial stress fields are built with additional terms to capture the shear effects. The safety domain, defined by the intersection of the shakedown limit domain and the limit analysis domain corresponding to the sudden collapse by development of a mechanism at the first cycle, is fully compared with step-by-step incremental elastic-plastic simulations and simplified direct computations. At last, we provide a direct numerical method to predict the shakedown safety domain of porous materials subjected to multi-varying independent loadings by considering the critical loading path of the load domain instead of the whole history. The shakedown problem is transformed into a large-size optimization problem, which can be solved efficiently by the non-linear optimizer IPOPT to give out not only the limit load factor, but also the corresponding residual stress field for the shakedown state
Engelhardt, Markus Jochen. "Computational modelling of shakedown". Thesis, University of Leicester, 1999. http://hdl.handle.net/2381/30173.
Texto completoFaria, P. de D. "Shakedown analysis in geotechnical engineering". Thesis, Swansea University, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.636956.
Texto completoFranco, Jose Ricardo Queiroz. "Bounding techniques in shakedown and ratchetting". Thesis, University of Leicester, 1987. http://hdl.handle.net/2381/8237.
Texto completoKobayashi, Shun-ichi. "Limit and Shakedown Design in Geotechnical Engineering". 京都大学 (Kyoto University), 2004. http://hdl.handle.net/2433/148311.
Texto completoHearle, Adrian Donald. "Deformation, shakedown and fatigue in rolling contact". Thesis, University of Cambridge, 1985. https://www.repository.cam.ac.uk/handle/1810/250858.
Texto completoNgo, Ngoc Son Civil & Environmental Engineering Faculty of Engineering UNSW. "Limit and shakedown analyses by the p-version fem". Awarded by:University of New South Wales. Civil and Environmental Engineering, 2005. http://handle.unsw.edu.au/1959.4/23463.
Texto completoTrần, Thanh Ngọc. "Limit and shakedown analysis of plates and shells including uncertainties". Doctoral thesis, Universitätsbibliothek Chemnitz, 2008. http://nbn-resolving.de/urn:nbn:de:bsz:ch1-200800256.
Texto completoDie Zuverlässigkeitsanalyse von Platten und Schalen in Bezug auf plastischen Kollaps oder Nicht-Anpassung wird mit den Traglast- und Einspielsätzen formuliert. Die Lasten, die Werkstofffestigkeit und die Schalendicke werden als Zufallsvariablen betrachtet. Auf der Grundlage einer direkten Definition der Grenzzustandsfunktion kann die Berechnung der Versagenswahrscheinlichkeit effektiv mit den Zuverlässigkeitsmethoden erster und zweiter Ordnung (FROM/SORM) gelöst werden. Die Sensitivitätsanalysen in FORM/SORM lassen sich auf der Basis der Sensitivitäten des deterministischen Einspielproblems berechnen. Die Schwierigkeiten bei der Ermittlung der Zuverlässigkeit von strukturellen Systemen werden durch Anwendung einer speziellen Barrieremethode behoben, die es erlaubt, alle Auslegungspunkte zu allen Versagensmoden zu finden. Die Anwendung direkter Plastizitätsmethoden führt zu einer beträchtlichen Verringerung der notwendigen Kenntnis der unsicheren Eingangsdaten, des Berechnungsaufwandes und der numerischen Fehler
Goodall, Shane. ""Harness Shakedown" Flight Bus Harness Testing Using the CKT Machine". Digital Commons at Loyola Marymount University and Loyola Law School, 2012. https://digitalcommons.lmu.edu/etd/391.
Texto completoTrần, Thanh Ngọc. "Limit and shakedown analysis of plates and shells including uncertainties". Doctoral thesis, Bericht ; 2/2008, 2007. https://monarch.qucosa.de/id/qucosa%3A18876.
Texto completoDie Zuverlässigkeitsanalyse von Platten und Schalen in Bezug auf plastischen Kollaps oder Nicht-Anpassung wird mit den Traglast- und Einspielsätzen formuliert. Die Lasten, die Werkstofffestigkeit und die Schalendicke werden als Zufallsvariablen betrachtet. Auf der Grundlage einer direkten Definition der Grenzzustandsfunktion kann die Berechnung der Versagenswahrscheinlichkeit effektiv mit den Zuverlässigkeitsmethoden erster und zweiter Ordnung (FROM/SORM) gelöst werden. Die Sensitivitätsanalysen in FORM/SORM lassen sich auf der Basis der Sensitivitäten des deterministischen Einspielproblems berechnen. Die Schwierigkeiten bei der Ermittlung der Zuverlässigkeit von strukturellen Systemen werden durch Anwendung einer speziellen Barrieremethode behoben, die es erlaubt, alle Auslegungspunkte zu allen Versagensmoden zu finden. Die Anwendung direkter Plastizitätsmethoden führt zu einer beträchtlichen Verringerung der notwendigen Kenntnis der unsicheren Eingangsdaten, des Berechnungsaufwandes und der numerischen Fehler.
Libros sobre el tema "Shakedown"
Shakedown. New York: Lenox Road Publishing, 2009.
Buscar texto completoShakedown. New York: Pocket, 1989.
Buscar texto completoShakedown. New York: Pegasus Books, 2006.
Buscar texto completoDicks, Terrance. Shakedown. London, UK: Doctor Who Books (Virgin Publishing Ltd), 1995.
Buscar texto completoPetievich, Gerald. Shakedown. New York: Simon and Schuster, 1988.
Buscar texto completoCopyright Paperback Collection (Library of Congress), ed. Shakedown. New York: Pocket, 2000.
Buscar texto completoShakedown Beach. New York: Thomas Dunne Books, 2004.
Buscar texto completoShakedown Street. New York: Delacorte, 1993.
Buscar texto completoPort City shakedown. Camden, Me: Down East, 2009.
Buscar texto completoMotor City shakedown. New York: Minotaur Books, 2011.
Buscar texto completoCapítulos de libros sobre el tema "Shakedown"
Chinh, Pham Duc. "Shakedown". En Encyclopedia of Tribology, 3069–74. Boston, MA: Springer US, 2013. http://dx.doi.org/10.1007/978-0-387-92897-5_250.
Texto completoBurton, Mark L., David L. Kaserman y John Mayo. "Shakeout or Shakedown?" En Markets, Pricing, and Deregulation of Utilities, 161–81. Boston, MA: Springer US, 2002. http://dx.doi.org/10.1007/978-1-4615-0877-9_8.
Texto completoHung, Nguyen Dang y P. Morelle. "Plastic Shakedown Analysis". En Mathematical Programming Methods in Structural Plasticity, 181–205. Vienna: Springer Vienna, 1990. http://dx.doi.org/10.1007/978-3-7091-2618-9_11.
Texto completoGambin, Wiktor. "Shakedown of Rail Corrugations". En Inelastic Behaviour of Structures under Variable Loads, 433–47. Dordrecht: Springer Netherlands, 1995. http://dx.doi.org/10.1007/978-94-011-0271-1_24.
Texto completoPolizzotto, Castrenze y Guido Borino. "Shakedown Under Thermomechanical Loads". En Encyclopedia of Thermal Stresses, 4317–33. Dordrecht: Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-007-2739-7_675.
Texto completoKamenjarzh, Jacov. "Extremum Problems in Shakedown Theory". En Inelastic Behaviour of Structures under Variable Loads, 219–36. Dordrecht: Springer Netherlands, 1995. http://dx.doi.org/10.1007/978-94-011-0271-1_12.
Texto completoSiemaszko, Andrzej. "Limit and Shakedown Reliability Analysis". En Inelastic Behaviour of Structures under Variable Repeated Loads, 333–44. Vienna: Springer Vienna, 2002. http://dx.doi.org/10.1007/978-3-7091-2558-8_15.
Texto completoZouain, Nestor y José Luís Silveira. "Variational Principles for Shakedown Analysis". En Inelastic Analysis of Structures under Variable Loads, 147–65. Dordrecht: Springer Netherlands, 2000. http://dx.doi.org/10.1007/978-94-010-9421-4_10.
Texto completoPolizzotto, C., G. Borino, F. Parrinello y P. Fuschi. "Shakedown Analysis by Elastic Simulation". En Inelastic Analysis of Structures under Variable Loads, 335–64. Dordrecht: Springer Netherlands, 2000. http://dx.doi.org/10.1007/978-94-010-9421-4_20.
Texto completoWiechmann, K., F. J. Barthold y E. Stein. "Shape Optimization under Shakedown Constraints". En Inelastic Analysis of Structures under Variable Loads, 49–68. Dordrecht: Springer Netherlands, 2000. http://dx.doi.org/10.1007/978-94-010-9421-4_4.
Texto completoActas de conferencias sobre el tema "Shakedown"
Adibi-Asl, R. y W. Reinhardt. "Beyond Shakedown-Ratcheting Boundary". En ASME 2018 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/pvp2018-85050.
Texto completoBecht, Charles. "Elevated Temperature Shakedown Concepts". En ASME 2009 Pressure Vessels and Piping Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/pvp2009-78067.
Texto completoBarber, J. R., A. Klarbring y M. Ciavarella. "Shakedown in Frictional Contact Problems". En ASME/STLE 2007 International Joint Tribology Conference. ASMEDC, 2007. http://dx.doi.org/10.1115/ijtc2007-44040.
Texto completoShiau, Jim. "Shakedown Analysis of Layered Continuum". En Research, Development and Practice in Structural Engineering and Construction. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-08-7920-4_st-100-0307.
Texto completoPorowski, Janek y Tom O’Donnell. "Elastic Core Concept in Shakedown Analysis". En ASME 2008 Pressure Vessels and Piping Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/pvp2008-61921.
Texto completoAdibi-Asl, R. y W. Reinhardt. "Ratcheting/Shakedown Analysis of Cracked Structures". En ASME 2011 Pressure Vessels and Piping Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/pvp2011-57834.
Texto completoAbdalla, Hany F., Mohammad M. Megahed y Maher Y. A. Younan. "Comparison of Pipe Bend Ratchetting/Shakedown Test Results With the Shakedown Boundary Determined via a Simplified Technique". En ASME 2009 Pressure Vessels and Piping Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/pvp2009-77403.
Texto completoQuest, J. "ETW shakedown tests and preliminary calibration results". En 25th Plasmadynamics and Lasers Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1994. http://dx.doi.org/10.2514/6.1994-2513.
Texto completoYang, Jianfeng y Robert Gurdal. "Piping Elbow Cyclic Analyses for Shakedown Verification". En ASME 2003 Pressure Vessels and Piping Conference. ASMEDC, 2003. http://dx.doi.org/10.1115/pvp2003-1770.
Texto completoWeichert, Dieter y Abdelkader Hachemi. "Recent Advances in Lower Bound Shakedown Analysis". En ASME 2009 Pressure Vessels and Piping Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/pvp2009-77286.
Texto completoInformes sobre el tema "Shakedown"
Majumdar, S. Shakedown analysis of fusion reactor first wall. Office of Scientific and Technical Information (OSTI), diciembre de 1994. http://dx.doi.org/10.2172/10114793.
Texto completoJosephson, Gary B., John GH Geeting, Carolyn A. Burns, Elizabeth C. Golovich, Consuelo E. Guzman-Leong, Dean E. Kurath y Gary J. Sevigny. PEP Run Report for Simulant Shakedown/Functional Testing. Office of Scientific and Technical Information (OSTI), diciembre de 2009. http://dx.doi.org/10.2172/970759.
Texto completoSaladin, Julie E. Shakedown & Determination of Tunnel Control Settings for Refurbished Trisonic Gasdynamic Facility (TGF). Fort Belvoir, VA: Defense Technical Information Center, septiembre de 2006. http://dx.doi.org/10.21236/ada466325.
Texto completoWang, Hong, Jeremy L. Moser, Charles S. Hawkins y Edgar Lara-Curzio. Shakedown Tests for Refurbished and Upgraded Frames and Initiation of Alloy 709 Creep Rupture Tests. Office of Scientific and Technical Information (OSTI), septiembre de 2017. http://dx.doi.org/10.2172/1394627.
Texto completoClayton, Norman J. Examination of Cooper-Nickel Seawater Piping Removed from USS VINCENNES (CG-49) during Post-Shakedown Availability (PSA). Fort Belvoir, VA: Defense Technical Information Center, enero de 1987. http://dx.doi.org/10.21236/ada178807.
Texto completoBhatt, B. L. Liquid phase Fischer-Tropsch (II) demonstration in the Laporte Alternative Fuels Development Unit. Final topical report. Volume 7, Appendix. Task 1, Engineering modifications (Fischer-Tropsch II demonstration) and Task 2, AFDU shakedown, operations, deactivation and disposal (Fischer-Tropsch II demonstration). Office of Scientific and Technical Information (OSTI), septiembre de 1995. http://dx.doi.org/10.2172/208330.
Texto completoBharat L. Bhatt. LIQUID PHASE FISCHER-TROPSCH (III & IV) DEMONSTRATION IN THE LAPORTE ALTERNATIVE FUELS DEVELOPMENT UNIT. Final Topical Report. Volume I/II: Main Report. Task 1: Engineering Modifications (Fischer-Tropsch III & IV Demonstration) and Task 2: AFDU Shakedown, Operations, Deactivation (Shut-Down) and Disposal (Fischer-Tropsch III & IV Demonstration). Office of Scientific and Technical Information (OSTI), junio de 1999. http://dx.doi.org/10.2172/14026.
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