Gotowa bibliografia na temat „Shakedown”
Utwórz poprawne odniesienie w stylach APA, MLA, Chicago, Harvard i wielu innych
Spis treści
Zobacz listy aktualnych artykułów, książek, rozpraw, streszczeń i innych źródeł naukowych na temat „Shakedown”.
Przycisk „Dodaj do bibliografii” jest dostępny obok każdej pracy w bibliografii. Użyj go – a my automatycznie utworzymy odniesienie bibliograficzne do wybranej pracy w stylu cytowania, którego potrzebujesz: APA, MLA, Harvard, Chicago, Vancouver itp.
Możesz również pobrać pełny tekst publikacji naukowej w formacie „.pdf” i przeczytać adnotację do pracy online, jeśli odpowiednie parametry są dostępne w metadanych.
Artykuły w czasopismach na temat "Shakedown"
Chukkan, Jazeel R., Guiyi Wu, Michael E. Fitzpatrick, Elvin Eren, Xiang Zhang i 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.
Pełny tekst źródłaWang, Kangyu, Yan Zhuang i 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, nr 9 (29.03.2018): 2324–35. http://dx.doi.org/10.1177/0954409718766952.
Pełny tekst źródłaAbdalla, Hany F., Mohammad M. Megahed i 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, nr 4 (9.02.2006): 618–24. http://dx.doi.org/10.1115/1.2349575.
Pełny tekst źródłaHamilton, R., J. T. Boyle, J. Shi i D. Mackenzie. "A Simple Upper-Bound Method for Calculating Approximate Shakedown Loads". Journal of Pressure Vessel Technology 120, nr 2 (1.05.1998): 195–99. http://dx.doi.org/10.1115/1.2842240.
Pełny tekst źródłaJappy, Alan, Donald Mackenzie i Hao Feng Chen. "A Multi-Surface Plasticity Method for Lower Bound Shakedown Load". Key Engineering Materials 795 (marzec 2019): 458–65. http://dx.doi.org/10.4028/www.scientific.net/kem.795.458.
Pełny tekst źródłaShiau, S. H., i H. S. Yu. "Load and Displacement Prediction for Shakedown Analysis of Layered Pavements". Transportation Research Record: Journal of the Transportation Research Board 1730, nr 1 (styczeń 2000): 117–24. http://dx.doi.org/10.3141/1730-14.
Pełny tekst źródłaShiau, Jim S. "A Shakedown Limit under Hertz Contact Pressure". Advanced Materials Research 291-294 (lipiec 2011): 1506–10. http://dx.doi.org/10.4028/www.scientific.net/amr.291-294.1506.
Pełny tekst źródłaAbdalla, Hany F., Mohammad M. Megahed i Maher Y. A. Younan. "Shakedown Limits of a 90-Degree Pipe Bend Using Small and Large Displacement Formulations". Journal of Pressure Vessel Technology 129, nr 2 (17.09.2006): 287–95. http://dx.doi.org/10.1115/1.2716433.
Pełny tekst źródłaYu, 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, nr 2059 (23.05.2005): 1951–64. http://dx.doi.org/10.1098/rspa.2005.1445.
Pełny tekst źródłaZhang, Yang, Wei Zhang, Yi He Qi i Jian Wang. "Element Bearing Ratio Based Shakedown Analysis for Branch Pipe". Advanced Materials Research 842 (listopad 2013): 586–90. http://dx.doi.org/10.4028/www.scientific.net/amr.842.586.
Pełny tekst źródłaRozprawy doktorskie na temat "Shakedown"
Zhang, Jin. "Shakedown of porous materials". Thesis, Lille 1, 2018. http://www.theses.fr/2018LIL1I044/document.
Pełny tekst źródłaThis 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.
Pełny tekst źródłaFaria, P. de D. "Shakedown analysis in geotechnical engineering". Thesis, Swansea University, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.636956.
Pełny tekst źródłaFranco, Jose Ricardo Queiroz. "Bounding techniques in shakedown and ratchetting". Thesis, University of Leicester, 1987. http://hdl.handle.net/2381/8237.
Pełny tekst źródłaKobayashi, Shun-ichi. "Limit and Shakedown Design in Geotechnical Engineering". 京都大学 (Kyoto University), 2004. http://hdl.handle.net/2433/148311.
Pełny tekst źródłaHearle, Adrian Donald. "Deformation, shakedown and fatigue in rolling contact". Thesis, University of Cambridge, 1985. https://www.repository.cam.ac.uk/handle/1810/250858.
Pełny tekst źródłaNgo, 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.
Pełny tekst źródłaTrần, 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.
Pełny tekst źródłaDie 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.
Pełny tekst źródłaTrần, 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.
Pełny tekst źródłaDie 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.
Książki na temat "Shakedown"
Shakedown. New York: Lenox Road Publishing, 2009.
Znajdź pełny tekst źródłaShakedown. New York: Pocket, 1989.
Znajdź pełny tekst źródłaShakedown. New York: Pegasus Books, 2006.
Znajdź pełny tekst źródłaDicks, Terrance. Shakedown. London, UK: Doctor Who Books (Virgin Publishing Ltd), 1995.
Znajdź pełny tekst źródłaPetievich, Gerald. Shakedown. New York: Simon and Schuster, 1988.
Znajdź pełny tekst źródłaCopyright Paperback Collection (Library of Congress), red. Shakedown. New York: Pocket, 2000.
Znajdź pełny tekst źródłaShakedown Beach. New York: Thomas Dunne Books, 2004.
Znajdź pełny tekst źródłaShakedown Street. New York: Delacorte, 1993.
Znajdź pełny tekst źródłaPort City shakedown. Camden, Me: Down East, 2009.
Znajdź pełny tekst źródłaMotor City shakedown. New York: Minotaur Books, 2011.
Znajdź pełny tekst źródłaCzęści książek na temat "Shakedown"
Chinh, Pham Duc. "Shakedown". W Encyclopedia of Tribology, 3069–74. Boston, MA: Springer US, 2013. http://dx.doi.org/10.1007/978-0-387-92897-5_250.
Pełny tekst źródłaBurton, Mark L., David L. Kaserman i John Mayo. "Shakeout or Shakedown?" W 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.
Pełny tekst źródłaHung, Nguyen Dang, i P. Morelle. "Plastic Shakedown Analysis". W Mathematical Programming Methods in Structural Plasticity, 181–205. Vienna: Springer Vienna, 1990. http://dx.doi.org/10.1007/978-3-7091-2618-9_11.
Pełny tekst źródłaGambin, Wiktor. "Shakedown of Rail Corrugations". W 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.
Pełny tekst źródłaPolizzotto, Castrenze, i Guido Borino. "Shakedown Under Thermomechanical Loads". W Encyclopedia of Thermal Stresses, 4317–33. Dordrecht: Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-007-2739-7_675.
Pełny tekst źródłaKamenjarzh, Jacov. "Extremum Problems in Shakedown Theory". W 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.
Pełny tekst źródłaSiemaszko, Andrzej. "Limit and Shakedown Reliability Analysis". W 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.
Pełny tekst źródłaZouain, Nestor, i José Luís Silveira. "Variational Principles for Shakedown Analysis". W 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.
Pełny tekst źródłaPolizzotto, C., G. Borino, F. Parrinello i P. Fuschi. "Shakedown Analysis by Elastic Simulation". W 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.
Pełny tekst źródłaWiechmann, K., F. J. Barthold i E. Stein. "Shape Optimization under Shakedown Constraints". W 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.
Pełny tekst źródłaStreszczenia konferencji na temat "Shakedown"
Adibi-Asl, R., i W. Reinhardt. "Beyond Shakedown-Ratcheting Boundary". W ASME 2018 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/pvp2018-85050.
Pełny tekst źródłaBecht, Charles. "Elevated Temperature Shakedown Concepts". W ASME 2009 Pressure Vessels and Piping Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/pvp2009-78067.
Pełny tekst źródłaBarber, J. R., A. Klarbring i M. Ciavarella. "Shakedown in Frictional Contact Problems". W ASME/STLE 2007 International Joint Tribology Conference. ASMEDC, 2007. http://dx.doi.org/10.1115/ijtc2007-44040.
Pełny tekst źródłaShiau, Jim. "Shakedown Analysis of Layered Continuum". W 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.
Pełny tekst źródłaPorowski, Janek, i Tom O’Donnell. "Elastic Core Concept in Shakedown Analysis". W ASME 2008 Pressure Vessels and Piping Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/pvp2008-61921.
Pełny tekst źródłaAdibi-Asl, R., i W. Reinhardt. "Ratcheting/Shakedown Analysis of Cracked Structures". W ASME 2011 Pressure Vessels and Piping Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/pvp2011-57834.
Pełny tekst źródłaAbdalla, Hany F., Mohammad M. Megahed i Maher Y. A. Younan. "Comparison of Pipe Bend Ratchetting/Shakedown Test Results With the Shakedown Boundary Determined via a Simplified Technique". W ASME 2009 Pressure Vessels and Piping Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/pvp2009-77403.
Pełny tekst źródłaQuest, J. "ETW shakedown tests and preliminary calibration results". W 25th Plasmadynamics and Lasers Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1994. http://dx.doi.org/10.2514/6.1994-2513.
Pełny tekst źródłaYang, Jianfeng, i Robert Gurdal. "Piping Elbow Cyclic Analyses for Shakedown Verification". W ASME 2003 Pressure Vessels and Piping Conference. ASMEDC, 2003. http://dx.doi.org/10.1115/pvp2003-1770.
Pełny tekst źródłaWeichert, Dieter, i Abdelkader Hachemi. "Recent Advances in Lower Bound Shakedown Analysis". W ASME 2009 Pressure Vessels and Piping Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/pvp2009-77286.
Pełny tekst źródłaRaporty organizacyjne na temat "Shakedown"
Majumdar, S. Shakedown analysis of fusion reactor first wall. Office of Scientific and Technical Information (OSTI), grudzień 1994. http://dx.doi.org/10.2172/10114793.
Pełny tekst źródłaJosephson, Gary B., John GH Geeting, Carolyn A. Burns, Elizabeth C. Golovich, Consuelo E. Guzman-Leong, Dean E. Kurath i Gary J. Sevigny. PEP Run Report for Simulant Shakedown/Functional Testing. Office of Scientific and Technical Information (OSTI), grudzień 2009. http://dx.doi.org/10.2172/970759.
Pełny tekst źródłaSaladin, Julie E. Shakedown & Determination of Tunnel Control Settings for Refurbished Trisonic Gasdynamic Facility (TGF). Fort Belvoir, VA: Defense Technical Information Center, wrzesień 2006. http://dx.doi.org/10.21236/ada466325.
Pełny tekst źródłaWang, Hong, Jeremy L. Moser, Charles S. Hawkins i 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), wrzesień 2017. http://dx.doi.org/10.2172/1394627.
Pełny tekst źródłaClayton, 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, styczeń 1987. http://dx.doi.org/10.21236/ada178807.
Pełny tekst źródłaBhatt, 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), wrzesień 1995. http://dx.doi.org/10.2172/208330.
Pełny tekst źródłaBharat 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), czerwiec 1999. http://dx.doi.org/10.2172/14026.
Pełny tekst źródła