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Artykuły w czasopismach na temat "Interaction buckling"
MOHAN, 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 źródłaTrahair, N. S. "Interaction buckling of tapered beams". Engineering Structures 62-63 (marzec 2014): 174–80. http://dx.doi.org/10.1016/j.engstruct.2014.01.040.
Pełny tekst źródłaKarampour, Hassan, i Faris Albermani. "Interaction between Upheaval/Lateral and Propagation Buckling in Subsea Pipelines". Applied Mechanics and Materials 553 (maj 2014): 434–38. http://dx.doi.org/10.4028/www.scientific.net/amm.553.434.
Pełny tekst źródłaWadee, M. Ahmer, i Leroy Gardner. "Cellular buckling from mode interaction in I-beams under uniform bending". Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences 468, nr 2137 (21.09.2011): 245–68. http://dx.doi.org/10.1098/rspa.2011.0400.
Pełny tekst źródłaAdams, Adrian J. "On Interaction Buckling in Platform Conductors". SPE Projects, Facilities & Construction 6, nr 04 (1.12.2011): 211–24. http://dx.doi.org/10.2118/139944-pa.
Pełny tekst źródłaManuylov, Gaik, Sergey Kosytsyn i Irina Grudtsyna. "INFLUENCE OF BUCKLING FORMS INTERACTION ON STIFFENED PLATE BEARING CAPACITY". International Journal for Computational Civil and Structural Engineering 16, nr 2 (26.06.2020): 83–93. http://dx.doi.org/10.22337/2587-9618-2020-16-2-83-93.
Pełny tekst źródłaMilašinović, Dragan D., Petar Marić, Žarko Živanov i Miroslav Hajduković. "Inelastic buckling mode interactions and resonance instabilities in thin-walled columns due to the fatigue damage". Engineering Computations 37, nr 8 (11.04.2020): 2819–45. http://dx.doi.org/10.1108/ec-07-2019-0318.
Pełny tekst źródłaLe Grognec, Philippe, Alain Nême i Jie Cai. "Investigation of the Torsional Effects on the Lateral Buckling of a Pipe-Like Beam Resting on the Ground under Axial Compression". International Journal of Structural Stability and Dynamics 20, nr 09 (sierpień 2020): 2050110. http://dx.doi.org/10.1142/s0219455420501102.
Pełny tekst źródłaCui, Shijie, Hong Hao i Hee Kiat Cheong. "Dynamic buckling and post-buckling of imperfect columns under fluid–solid interaction". International Journal of Solids and Structures 38, nr 48-49 (listopad 2001): 8879–97. http://dx.doi.org/10.1016/s0020-7683(01)00064-6.
Pełny tekst źródłaGantes, Charis J., Maria A. Livanou i Tassos P. Avraam. "New Insight into Interaction of Buckling Modes with Stable Post-buckling Response". Arabian Journal for Science and Engineering 39, nr 12 (12.11.2014): 8559–72. http://dx.doi.org/10.1007/s13369-014-1436-5.
Pełny tekst źródłaRozprawy doktorskie na temat "Interaction buckling"
Niu, Shuang. "Interaction Buckling of Cold-Formed Stainless Steel Beams". Thesis, The University of Sydney, 2014. http://hdl.handle.net/2123/11541.
Pełny tekst źródłaPinna, Rodney. "Buckling of suction caissons during installation". University of Western Australia. School of Civil Engineering, 2003. http://theses.library.uwa.edu.au/adt-WU2004.0008.
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.
Kandil, Kamel Sayed Ahmed. "Interaction between local and Euler buckling modes in thin-walled columns". Thesis, University of Cambridge, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.254398.
Pełny tekst źródłaLane, Andrew. "An experimental investigation of buckling mode interaction in PERP wide-flange columns". Thesis, University of Warwick, 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.269543.
Pełny tekst źródłaThorpe, Maria Anastasia. "Deformation and buckling of isolated and interacting thin shells in an elastic medium". Thesis, University of Manchester, 2016. https://www.research.manchester.ac.uk/portal/en/theses/deformation-and-buckling-of-isolated-and-interacting-thin-shells-in-an-elastic-medium(14b4172d-e302-4cf7-9ab2-9718e9aa182f).html.
Pełny tekst źródłaYap, Derrick. "Interaction of local and distortional buckling of high strength cold-formed steel columns". Thesis, The University of Sydney, 2008. https://hdl.handle.net/2123/28965.
Pełny tekst źródłaYidris, Noorfaizal. "The post-buckled coupled mode interaction behaviour of thin-walled members in compression using finite element simulation". Thesis, Loughborough University, 2012. https://dspace.lboro.ac.uk/2134/9949.
Pełny tekst źródłaYANG, Demao. "Compression Stability of High Strength Steel Sections with Low Strain-Hardening". University of Sydney. School of Civil Engineering, 2003. http://hdl.handle.net/2123/561.
Pełny tekst źródłaKsiążki na temat "Interaction buckling"
Thurston, Gaylen A. Modal interaction in postbuckled plates: Theory. Washington, D.C: National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Division, 1989.
Znajdź pełny tekst źródłaRagon, Scott A. Optimization of composite box-beam structures including effects of subcomponent interaction. Blacksburg, VA: College of Engineering, Virginia Polytechnic Institute and State University, 1995.
Znajdź pełny tekst źródłaArbocz, Johann. Development of the interactive shell design code 'DISDECO' (Delft Interactive Shell Design Code). [Delft]: [Technical University of Delft], 1986.
Znajdź pełny tekst źródłaInteraction Diagrams Between Axial Load N and Bending Moment M for Columns Submitted to Buckling: Improvement of Methods Proposed in Standards and Codes. European Communities / Union (EUR-OP/OOPEC/OPOCE), 1993.
Znajdź pełny tekst źródłaIliopoulos, John. Spontaneously Broken Symmetries. Oxford University Press, 2017. http://dx.doi.org/10.1093/oso/9780198805175.003.0005.
Pełny tekst źródłaCzęści książek na temat "Interaction buckling"
de Miranda Batista, Eduardo. "Modelling Buckling Interaction". W Phenomenological and Mathematical Modelling of Structural Instabilities, 135–94. Vienna: Springer Vienna, 2005. http://dx.doi.org/10.1007/3-211-38028-0_3.
Pełny tekst źródłaMartin, Katharina, Dennis Daub, Burkard Esser, Ali Gülhan i Stefanie Reese. "Numerical Modelling of Fluid-Structure Interaction for Thermal Buckling in Hypersonic Flow". W Notes on Numerical Fluid Mechanics and Multidisciplinary Design, 341–55. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-53847-7_22.
Pełny tekst źródłaBitter, Neal P., i Joseph E. Shepherd. "Dynamic Buckling and Fluid–Structure Interaction of Submerged Tubular Structures". W Blast Mitigation, 189–227. New York, NY: Springer New York, 2013. http://dx.doi.org/10.1007/978-1-4614-7267-4_7.
Pełny tekst źródłaKalam Aswathy, K. C., i M. V. Anil Kumar. "Interaction of Higher Buckling Modes in Uniformly Compressed Simply Supported Unstiffened Plates". W Lecture Notes in Civil Engineering, 143–52. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8138-0_12.
Pełny tekst źródłaIvanyi, M., i M. Skaloud. "Interaction between Shear Lag and Plate Buckling in Longitudinally Stiffened Compression Flanges". W CISM International Centre for Mechanical Sciences, 145–69. Vienna: Springer Vienna, 1992. http://dx.doi.org/10.1007/978-3-7091-4332-2_3.
Pełny tekst źródłaFansuri, Muhammad Hamzah, Muhsiung Chang i Rini Kusumawardani. "A Case Study on Buckling Stability of Piles in Liquefiable Ground for a Coal-Fired Power Station in Indonesia". W Innovative Solutions for Soil Structure Interaction, 88–106. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-34252-4_8.
Pełny tekst źródłaLiu, Elizabeth, i M. Wadee. "Imperfection sensitivity in I-section struts experiencing local and strong-axis global buckling mode interaction". W Insights and Innovations in Structural Engineering, Mechanics and Computation, 732–37. Taylor & Francis Group, 6000 Broken Sound Parkway NW, Suite 300, Boca Raton, FL 33487-2742: CRC Press, 2016. http://dx.doi.org/10.1201/9781315641645-120.
Pełny tekst źródłaYang, F. Q., Y. Li, B. L. Zheng i K. Zhang. "Interaction Between Stress and Diffusion in Lithium-Ion Batteries: Analysis of Diffusion-Induced Buckling of Nanowires". W Handbook of Mechanics of Materials, 1–20. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-10-6855-3_59-1.
Pełny tekst źródłaYang, F. Q., Yan Li, B. L. Zheng i K. Zhang. "Interaction Between Stress and Diffusion in Lithium-Ion Batteries: Analysis of Diffusion-Induced Buckling of Nanowires". W Handbook of Mechanics of Materials, 825–44. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-10-6884-3_59.
Pełny tekst źródłaDeepak, O. P., i P. Aravinth. "Numerical Investigation on Cold-Formed Steel Web Stiffened Lipped Channel Columns Subjected to Local-Distortional Interaction Mode Buckling". W Springer Proceedings in Materials, 615–28. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-8319-3_61.
Pełny tekst źródłaStreszczenia konferencji na temat "Interaction buckling"
Zhou, Jing, Yuxiao Liu i Xin Li. "Pipe Walking-Lateral Buckling Interaction". W 12th Biennial International Conference on Engineering, Construction, and Operations in Challenging Environments; and Fourth NASA/ARO/ASCE Workshop on Granular Materials in Lunar and Martian Exploration. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41096(366)317.
Pełny tekst źródłaSyngellakis, S. "Longitudinal buckling of slender pressurised tubes". W FLUID STRUCTURE INTERACTION 2013. Southampton, UK: WIT Press, 2013. http://dx.doi.org/10.2495/fsi130121.
Pełny tekst źródłaAdams, Adrian John. "On Interaction Buckling in Platform Conductors". W SPE/IADC Drilling Conference and Exhibition. Society of Petroleum Engineers, 2011. http://dx.doi.org/10.2118/139944-ms.
Pełny tekst źródłaKarampour, Hassan, Faris Albermani i Peter Major. "Interaction Between Lateral Buckling and Propagation Buckling in Textured Deep Subsea Pipelines". W ASME 2015 34th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/omae2015-41013.
Pełny tekst źródłaKarampour, Hassan, i Faris Albermani. "Buckle Interaction in Deep Subsea Pipelines". W ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-11111.
Pełny tekst źródłaZhang, Xinhu, Chen An, Menglan Duan i C. Soares. "Lateral buckling and post-buckling response based on a modified nonlinear pipe-soil interaction model". W Proceedings of the 6th International Conference On Marine Structures (Marstruct 2017). CRC Press/Balkema P.O. Box 11320, 2301 EH Leiden, The Netherlands: CRC Press/Balkema, 2017. http://dx.doi.org/10.1201/9781315157368-94.
Pełny tekst źródłaAbdel Hakim, Mahmoud, Amr M. Azouz i Mohamed Yehia. "Global Buckling and Pipeline Walking Interaction - A Unique Challenge". W Abu Dhabi International Petroleum Exhibition and Conference. Society of Petroleum Engineers, 2014. http://dx.doi.org/10.2118/171987-ms.
Pełny tekst źródłaBrown, G., M. Brunner, X. Qi i I. Stanley. "Lateral Buckling Reliability Calculation Methodology Accounting for Buckle Interaction". W Offshore Technology Conference. Offshore Technology Conference, 2006. http://dx.doi.org/10.4043/17795-ms.
Pełny tekst źródłaŠKALOUD, M., M. ZÖRNEROVÁ i P. BROŽ. "INTERACTION OF BUCKLING AND CUMULATIVE DAMAGE IN BREATHING WEBS". 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_0029.
Pełny tekst źródłaGalgoul, Nelson Szilard, Julia Carla Paulino de Barros i Rony Peterson Ferreira. "The Interaction of Free Span and Lateral Buckling Problems". W 2004 International Pipeline Conference. ASMEDC, 2004. http://dx.doi.org/10.1115/ipc2004-0308.
Pełny tekst źródłaRaporty organizacyjne na temat "Interaction buckling"
EXPERIMENTAL INVESTIGATION OF RESIDUAL STRESS IN WELDED T-SECTION BY DOMESTIC Q460 HIGH STRENGTH STEEL. The Hong Kong Institute of Steel Construction, sierpień 2022. http://dx.doi.org/10.18057/icass2020.p.080.
Pełny tekst źródłaMODIFICATIONS TO THE GLOBAL AND INTERACTIVE SHEAR BUCKLING ANALYSIS METHODS OF TRAPEZOIDAL CORRUGATED STEEL WEBS FOR BRIDGES. The Hong Kong Institute of Steel Construction, grudzień 2019. http://dx.doi.org/10.18057/ijasc.2019.15.4.6.
Pełny tekst źródłaNUMERICAL AND THEORETICAL STUDIES ON DOUBLE STEEL PLATE COMPOSITE WALLS UNDER COMPRESSION AT LOW TEMPERATURES. The Hong Kong Institute of Steel Construction, grudzień 2021. http://dx.doi.org/10.18057/ijasc.2021.17.4.6.
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