Gotowa bibliografia na temat „Local buckling”
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Artykuły w czasopismach na temat "Local buckling"
Li, Bai Jian, Liang Sheng Zhu i Xin Sha Fu. "Theoretical Analysis for Local Buckling of Corrugated Steel Plate". E3S Web of Conferences 38 (2018): 03002. http://dx.doi.org/10.1051/e3sconf/20183803002.
Pełny tekst źródłaPaik, Jeom Kee, Anil K. Thayamballi i Young Eel Park. "Local Buckling of Stiffeners in Ship Plating". Journal of Ship Research 42, nr 01 (1.03.1998): 56–67. http://dx.doi.org/10.5957/jsr.1998.42.1.56.
Pełny tekst źródłaMOHAN, S. J., N. PRASAD RAO i N. LAKSHMANAN. "FLEXURAL AND LOCAL BUCKLING INTERACTION OF STEEL ANGLES". International Journal of Structural Stability and Dynamics 05, nr 02 (czerwiec 2005): 143–62. http://dx.doi.org/10.1142/s0219455405001519.
Pełny tekst źródłaHuang, Xin Lei, i Ai Min Ji. "Analysis of Nonlinear Local Buckling of Crane Telescopic Boom". Applied Mechanics and Materials 387 (sierpień 2013): 197–201. http://dx.doi.org/10.4028/www.scientific.net/amm.387.197.
Pełny tekst źródłaBambach, M. R. "Local buckling and post-local buckling redistribution of stress in slender plates and sections". Thin-Walled Structures 44, nr 10 (październik 2006): 1118–28. http://dx.doi.org/10.1016/j.tws.2006.10.005.
Pełny tekst źródłaLi, Wei, Jing Dong, Hui Qu, Lanqin Wang i Kun Zhao. "Local Buckling Development of H-Section Steel Core of Buckling-Restrained Brace". Buildings 12, nr 2 (17.02.2022): 227. http://dx.doi.org/10.3390/buildings12020227.
Pełny tekst źródłaAHN, KWANG-HYUN, JIN-SUNG KIM i HOON HUH. "ENERGY ABSORPTION OF EXPANSION TUBE CONSIDERING LOCAL BUCKLING CHARACTERISTICS". International Journal of Modern Physics B 22, nr 31n32 (30.12.2008): 5993–99. http://dx.doi.org/10.1142/s0217979208051480.
Pełny tekst źródłaSui, Qianqian, Changliang Lai i Hualin Fan. "Buckling analyses of double-shell octagonal lattice truss composite structures". Journal of Composite Materials 52, nr 9 (26.07.2017): 1227–37. http://dx.doi.org/10.1177/0021998317723446.
Pełny tekst źródłaChen, Qi Feng, i Mu Yu Liu. "Buckling Analysis of Stiffened Plate with Local Imperfections under In-Plane Bending". Applied Mechanics and Materials 351-352 (sierpień 2013): 290–96. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.290.
Pełny tekst źródłaKwon, Young Bong, Jin Hwan Cheung, Byung Seung Kong, Hwan Woo Lee i Kwang Kyu Choi. "Flexural Tests on the H-Section Simple Beams with Local Buckling". Applied Mechanics and Materials 105-107 (wrzesień 2011): 1677–80. http://dx.doi.org/10.4028/www.scientific.net/amm.105-107.1677.
Pełny tekst źródłaRozprawy doktorskie na temat "Local buckling"
Hakmi, M. R. "Local buckling of sandwich panels". Thesis, University of Salford, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.234622.
Pełny tekst źródłaClarin, Mattias. "Plate buckling resistance : patch loading of longitudinally stiffened webs and local buckling /". Luleå : Division of Structural Engineering - Steel Structures, Department of Civil, Mining and Environmental Engineering, Luleå University of Technology, 2007. http://epubl.ltu.se/1402-1544/2007/31/LTU-DT-0731-SE.pdf.
Pełny tekst źródłaYoon, Soon Jong. "Local buckling of pultruded I-shape columns". Diss., Georgia Institute of Technology, 1993. http://hdl.handle.net/1853/20118.
Pełny tekst źródłaDa, Silva Vellasco Pedro Colmar Goncalves. "Local web buckling in tapered composite beams". Thesis, Imperial College London, 1992. http://hdl.handle.net/10044/1/29499.
Pełny tekst źródłaGhosh, Biswarup. "Consequences of Simultaneous Local and Overall Buckling in Stiffened Panels". Thesis, Virginia Tech, 2003. http://hdl.handle.net/10919/31803.
Pełny tekst źródłaMaster of Science
Clarin, Mattias. "High strength steel : local buckling and residual stresses". Licentiate thesis, Luleå, 2004. http://epubl.luth.se/1402-1757/2004/054.
Pełny tekst źródłaBonanni, David L. "Local buckling and crippling of composite stiffener sections". Thesis, Virginia Polytechnic Institute and State University, 1988. http://hdl.handle.net/10919/80050.
Pełny tekst źródłaMaster of Science
Dardano, Nicola. "Delamination of thin layers promoted by local buckling". Thesis, IMT Alti Studi Lucca, 2022. http://e-theses.imtlucca.it/363/1/Dardano_phdthesis.pdf.
Pełny tekst źródłaBecque, Jurgen. "The interaction of local and overall buckling of cold-formed stainless steel columns". Thesis, The University of Sydney, 2008. http://hdl.handle.net/2123/3772.
Pełny tekst źródłaBecque, Jurgen. "The interaction of local and overall buckling of cold-formed stainless steel columns". University of Sydney, 2008. http://hdl.handle.net/2123/3772.
Pełny tekst źródłaAbstract: The objective of this research is to investigate the interaction of local and overall flexural buckling in cold-formed stainless steel columns. Literature study exposes a lack of understanding of this subject and a need for experimental data, particularly on the local-overall interaction buckling of stainless steel open sections. Two separate experimental programs were therefore carried out. The first program included 36 tests on pin-ended lipped channel columns. Three alloys were considered: AISI 304, AISI 430 and 3Cr12. The specimens were designed to fail by local-overall interaction buckling in the inelastic stress range, thus highlighting the non-linear behaviour of stainless steel. Half of the specimens were tested under a concentric load. The other half had the load applied with a nominal eccentricity of Le/1500. The test results demonstrate the imperfection sensitivity of local-overall interaction buckling and illustrate the shift in effective centroid in pin-ended columns with singly symmetric cross-section. The second experimental program studied local-overall interaction buckling in 24 pin-ended stainless steel I-section columns. The specimens consisted of plain channels connected back-to-back using sheet metal screws. Two alloys were considered: AISI 304 and AISI 404. Local and overall imperfections were carefully measured in both experimental programs. Extensive material testing was carried out on the alloys employed in the experimental program, in order to determine tensile and compressive material properties, anisotropic parameters and enhanced corner properties. A detailed finite element model is presented, which includes non-linear material behaviour, anisotropy, increased material properties of the corner areas and local and overall imperfections. The model was verified against the two aforementioned experimental programs and against additional data available in literature on stainless steel SHS columns. The model yielded excellent predictions of the specimen failure mode, ultimate strength and load-deformation behaviour. The finite element model was used to generate additional data for stainless steel columns with lipped channel, plain channel, SHS and I-shaped cross-section, failing by local-overall interaction buckling. The parametric studies covered the practical ranges of overall and cross-sectional slenderness values. The Australian/New Zealand, European and North American standards for stainless steel were evaluated using the available data. The comparison reveals an inability of the design codes to properly account for the interaction effect as the cross-sectional slenderness increases. Predictions are unsafe for I-section columns with intermediate or high cross-sectional slenderness. A direct strength method is proposed for stainless steel columns, accounting for the local-overall interaction effect. The method offers a simple design solution which fits within the framework of the current Australian and North-American standards.
Książki na temat "Local buckling"
Hakmi, Mohammed Raheef. Local buckling of sandwich panels. Salford: University of Salford, 1988.
Znajdź pełny tekst źródłaR, Johnson Eric, Starnes James H i United States. National Aeronautics and Space Administration., red. Local buckling and crippling of composite stiffener sections. Blacksburg, Va: College of Engineering, Virginia Polytechnic Institute and State University, 1988.
Znajdź pełny tekst źródłaSloss, Pat. Buckland Hospital survey: Main findings from survey investigating public reaction to proposed changes to local hospital hospital services : final report to the local authority. Hythe: South East Kent Community Health Council, 1994.
Znajdź pełny tekst źródłaSteigmann, David J. Linearized theory, the second variation and bifurcation of equilibria. Oxford University Press, 2017. http://dx.doi.org/10.1093/oso/9780198567783.003.0012.
Pełny tekst źródłaEffect of Variation in Diameter and Pitch of Rivets on Compressive Strength of Panels with Z-Section Stiffeners: I, Panels with Close Stiffener Spacing That Fail by Local Buckling. Creative Media Partners, LLC, 2021.
Znajdź pełny tekst źródłaCzęści książek na temat "Local buckling"
Zhang, Xinhu. "Local/Global Buckling and Propagation". W Encyclopedia of Ocean Engineering, 1–10. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-10-6963-5_278-1.
Pełny tekst źródłaZhang, Xinhu. "Local/Global Buckling and Propagation". W Encyclopedia of Ocean Engineering, 926–35. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-10-6946-8_278.
Pełny tekst źródłaSchapery, R. A. "Analysis of Local Buckling in Viscoelastic Composites". W Local Mechanics Concepts for Composite Material Systems, 229–50. Berlin, Heidelberg: Springer Berlin Heidelberg, 1992. http://dx.doi.org/10.1007/978-3-642-84792-9_13.
Pełny tekst źródłaEl Naschie, M. S. "Chaos and Local Buckling of Elastic Structures". W Integration of Theory and Applications in Applied Mechanics, 113–24. Dordrecht: Springer Netherlands, 1990. http://dx.doi.org/10.1007/978-94-009-2125-2_10.
Pełny tekst źródłaEvkin, A. Yu. "Local Buckling of Cylindrical Shells. Pogorelov’s Geometrical Method". W Advanced Structured Materials, 369–91. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-92234-8_20.
Pełny tekst źródłaManzhula, Konstantin P., i Anastasia A. Valiulina. "Local Buckling of Curvilinear Plates in Axial Compression". W Advances in Mechanical Engineering, 112–21. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-62062-2_12.
Pełny tekst źródłaHöglund, Torsten. "Local Buckling of Steel Bridge Girder Webs during Launching". W Contact Loading and Local Effects in Thin-walled Plated and Shell Structures, 135–39. Berlin, Heidelberg: Springer Berlin Heidelberg, 1992. http://dx.doi.org/10.1007/978-3-662-02822-3_17.
Pełny tekst źródłaHuang, Yongxiang, Shun Liu, Ao Zhao, Di Wang, Minghao Gao, Yanchuan Hui i Xiao Liu. "Numerical analysis of global-local buckling of sandwich structures". W Civil Engineering and Urban Research, Volume 2, 774–79. London: CRC Press, 2023. http://dx.doi.org/10.1201/9781003372417-110.
Pełny tekst źródłaTeng, J. G., i J. M. Rotter. "A Study of Buckling in Column-Supported Cylinders". W Contact Loading and Local Effects in Thin-walled Plated and Shell Structures, 52–61. Berlin, Heidelberg: Springer Berlin Heidelberg, 1992. http://dx.doi.org/10.1007/978-3-662-02822-3_7.
Pełny tekst źródłaManzhula, Konstantin, Alexander Naumov i Sergei Sokolov. "Local Buckling of Box-Shaped Beams Due to Skew Bending". W Advances in Mechanical Engineering, 129–38. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-39500-1_14.
Pełny tekst źródłaStreszczenia konferencji na temat "Local buckling"
SRIDHARAN, S., i M. ZEGGANE. "CAPTURING LOCALIZATION OF LOCAL BUCKLING IN INTERACTIVE BUCKLING SCENARIOS". W Proceedings of the Third International Conference. PUBLISHED BY IMPERIAL COLLEGE PRESS AND DISTRIBUTED BY WORLD SCIENTIFIC PUBLISHING CO., 2000. http://dx.doi.org/10.1142/9781848160095_0011.
Pełny tekst źródłaSuzuki, Nobuhisa, Ryuji Muraoka, Alan Glover, Joe Zhou i Masao Toyoda. "Local Buckling Behavior of X100 Linepipes". W ASME 2003 22nd International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2003. http://dx.doi.org/10.1115/omae2003-37145.
Pełny tekst źródłaMonteiro, F. A. C., E. Lucena Neto i J. A. Hernandes. "LOCAL SKIN BUCKLING OF CYLINDRICAL SHELLS". W 10th World Congress on Computational Mechanics. São Paulo: Editora Edgard Blücher, 2014. http://dx.doi.org/10.5151/meceng-wccm2012-19895.
Pełny tekst źródłaRiddick, Jarett, i Kunigal Shivakumar. "Global-local buckling of space truss structures". W 35th Structures, Structural Dynamics, and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1994. http://dx.doi.org/10.2514/6.1994-1583.
Pełny tekst źródłaWu, Tung-Yu, Sherif El-Tawil i Jason P. McCormick. "Experimental Study of Cyclic Flange Local Buckling". W Structures Congress 2018. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481325.006.
Pełny tekst źródłaChen, Qishi, Heng Aik Khoo, Roger Cheng i Joe Zhou. "Remaining Local Buckling Resistance of Corroded Pipelines". W 2010 8th International Pipeline Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/ipc2010-31512.
Pełny tekst źródłaDeGeer, D., C. Timms, J. Wolodko, M. Yarmuch, R. Preston i D. MacKinnon. "Local Buckling Assessments for the Medgaz Pipeline". W ASME 2007 26th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2007. http://dx.doi.org/10.1115/omae2007-29493.
Pełny tekst źródłaWolodko, J., i D. DeGeer. "Critical Local Buckling Conditions for Deepwater Pipelines". W 25th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2006. http://dx.doi.org/10.1115/omae2006-92173.
Pełny tekst źródłaFocke, Eelke S., i Arnold M. Gresnigt. "Local Buckling of Tight Fit Liner Pipe". W ASME 2009 Pressure Vessels and Piping Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/pvp2009-77544.
Pełny tekst źródłaSundaresan, Mannur J., Bashir Ali, Frederick Ferguson i Mark J. Schulz. "Early detection of local buckling in composite bars". W SPIE's International Symposium on Smart Materials, Nano-, and Micro- Smart Systems, redaktorzy Erol C. Harvey, Derek Abbott i Vijay K. Varadan. SPIE, 2002. http://dx.doi.org/10.1117/12.476126.
Pełny tekst źródłaRaporty organizacyjne na temat "Local buckling"
HUYNH, Le Anh Thi, Cao Hung PHAM i Kim J. R. RASMUSSEN. EXPERIMENTAL INVESTIGATION OF COLD-ROLLED ALUMINIUM ALLOY 5052-H36 BEAMS UNDERGOING LOCAL BUCKLING. The Hong Kong Institute of Steel Construction, grudzień 2018. http://dx.doi.org/10.18057/icass2018.p.118.
Pełny tekst źródłaA NUMERICAL STUDY ON LOCAL AND POST-LOCAL BUCKLING OF STAINLESS STEEL-CONCRETE COMPOSITE COLUMNS. The Hong Kong Institute of Steel Construction, grudzień 2018. http://dx.doi.org/10.18057/icass2018.p.016.
Pełny tekst źródłaMODELING THE LOCAL BUCKLING FAILURE OF ANGLE SECTIONS WITH BEAM ELEMENTS. The Hong Kong Institute of Steel Construction, grudzień 2019. http://dx.doi.org/10.18057/ijasc.2019.15.4.7.
Pełny tekst źródłaLOCAL BUCKLING (WRINKLING) OF PROFILED METAL-FACED INSULATING SANDWICH PANELS – A PARAMETRIC STUDY. The Hong Kong Institute of Steel Construction, sierpień 2022. http://dx.doi.org/10.18057/icass2020.p.248.
Pełny tekst źródłaAXIAL RESIDUAL CAPACITY OF CIRCULAR CONCRETE-FILLED STEEL TUBE STUB COLUMNS CONSIDERING LOCAL BUCKLING. The Hong Kong Institute of Steel Construction, wrzesień 2018. http://dx.doi.org/10.18057/ijasc.2018.14.3.11.
Pełny tekst źródłaLOCAL BUCKLING BEHAVIORS OF COLD-FORMED CIRCULAR HOLLOW SECTIONS HIGH STRENGTH STEEL STUB COLUMNS BASED ON A HIGH-FIDELITY NUMERICAL MODEL (ICASS’2022). The Hong Kong Institute of Steel Construction, sierpień 2022. http://dx.doi.org/10.18057/icass2020.p.337.
Pełny tekst źródłaSTUDY ON LOCAL BEARING CAPACITY OF COMPOSITE I-GIRDER WITH CONCRETE -FILLED TUBULAR FLANGE AND CORRUGATED WEB. The Hong Kong Institute of Steel Construction, sierpień 2022. http://dx.doi.org/10.18057/icass2020.p.331.
Pełny tekst źródłaLOCAL BUCKLING STRENGTH OF CORRODED ANGLE AND CHANNEL STEEL SHAPES AND ITS EVALUATION USING EFFECTIVE WIDTH THEORY. The Hong Kong Institute of Steel Construction, grudzień 2018. http://dx.doi.org/10.18057/icass2018.p.002.
Pełny tekst źródłaFINITE ELEMENT ANALYSIS OF LOCAL BUCKLING OF STEEL AND COMPOSITE COLUMNS UTILISING HIGH AND ULTRA-HIGH STRENGTH STEEL. The Hong Kong Institute of Steel Construction, grudzień 2018. http://dx.doi.org/10.18057/icass2018.p.017.
Pełny tekst źródłaBUCKLING BEHAVIOUR OF THE STEEL PLATE IN STEEL – CONCRETE – STEEL SANDWICH COMPOSITE TOWER FOR WIND TURBINE. The Hong Kong Institute of Steel Construction, wrzesień 2022. http://dx.doi.org/10.18057/ijasc.2022.18.3.7.
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