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Artykuły w czasopismach na temat "Buckling"
Chang-jun, Cheng, i Lui Xiao-an. "Buckling and post-buckling of annular plates in shearing, Part I: Buckling". Computer Methods in Applied Mechanics and Engineering 92, nr 2 (listopad 1991): 157–72. http://dx.doi.org/10.1016/0045-7825(91)90237-z.
Pełny tekst źródłaYunliang, Li, Tan Huifeng, Wang Changguo i Lu Ming yu. "Membrane Buckling Patterns and Secondary Buckling Analysis". International Journal of Space Structures 23, nr 3 (wrzesień 2008): 183–91. http://dx.doi.org/10.1260/026635108786260965.
Pełny tekst źródłaElgindi, Mohamed B., Dongming Wei, Yu Liu i Hailan Xu. "Buckling and post-buckling of graphene tubes". Mechanics of Advanced Materials and Structures 23, nr 4 (10.11.2015): 402–6. http://dx.doi.org/10.1080/15376494.2014.981620.
Pełny tekst źródłaChang-jun, Cheng, i Lui Xiao-an. "Buckling and post-buckling of annular plates in shearing, part II: Post-buckling". Computer Methods in Applied Mechanics and Engineering 92, nr 2 (listopad 1991): 173–91. http://dx.doi.org/10.1016/0045-7825(91)90238-2.
Pełny tekst źródłaAntman, S. S., i C. L. Adler. "Design of Material Properties That Yield a Prescribed Global Buckling Response". Journal of Applied Mechanics 54, nr 2 (1.06.1987): 263–68. http://dx.doi.org/10.1115/1.3173005.
Pełny tekst źródłaGOPAL, LINGAM, CANDACE M. D’SOUZA, MUNA BHENDE, SHIKA FOGLA, DHANASREE RATRA, NITIN S. SHETTY, TARUN SHARMA i in. "SCLERAL BUCKLING". RETINA 23, nr 5 (październik 2003): 636–40. http://dx.doi.org/10.1097/00006982-200310000-00005.
Pełny tekst źródłaGuy, Albert E. "FLEXURAL BUCKLING*". Journal of the American Society for Naval Engineers 33, nr 2 (18.03.2009): 362–72. http://dx.doi.org/10.1111/j.1559-3584.1921.tb05399.x.
Pełny tekst źródłaBazhenov, V. G., A. A. Ryabov i S. O. Ptitsyn. "DYNAMIC BUCKLING AND POST BUCKLING DEFORMATIONOF CYLINDRICAL SHELLS". Problems of Strength and Plasticity 80, nr 2 (2018): 209–18. http://dx.doi.org/10.32326/1814-9146-2018-80-2-209-218.
Pełny tekst źródłaDash, Padmanav, i B. N. Singh. "Buckling and post-buckling of laminated composite plates". Mechanics Research Communications 46 (grudzień 2012): 1–7. http://dx.doi.org/10.1016/j.mechrescom.2012.08.002.
Pełny tekst źródłaYang, Guotao, i Mark A. Bradford. "Thermoelastic buckling and post-buckling of weakened columns". Structures 1 (luty 2015): 12–19. http://dx.doi.org/10.1016/j.istruc.2014.09.002.
Pełny tekst źródłaRozprawy doktorskie na temat "Buckling"
CUNHA, PATRICIA CARLA DA. "BUCKLING AND POST-BUCKLING BEHAVIOR OF FOLDED PLATES". PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2005. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=7691@1.
Pełny tekst źródłaO presente trabalho tem por objetivo estudar o comportamento crítico e pós-crítico de placas dobradas. Placas dobradas, tanto de aço quanto de concreto, têm sido usadas com grande freqüência em obras de engenharia, particularmente como paredes portantes e coberturas de grandes vãos. Neste último caso, placas dobradas têm uma aplicação semelhante a de cascas esbeltas, sendo, porém, mais simples de construir, dado que são compostas de superfícies planas. Neste trabalho utiliza-se o software ABAQUS para análise de placas dobradas compostas de duas placas formando um dado ângulo entre si. Estuda-se o uso destas placas como paredes portantes sob compressão, sendo conduzido um estudo paramétrico para determinar a influência dos diversos parâmetros geométricos e condições de contorno nas cargas críticas e modos críticos da placa dobrada. A seguir são determinados os caminhos pós-críticos e estuda-se a influência dos diversos parâmetros na rigidez pós-crítica e sensibilidade a imperfeições. Finalmente, estuda-se o comportamento não-linear destas placas sob flexão, sendo investigados os fenômenos de perda de estabilidade associados a este problema.
The aim of the present work is to study the buckling and post-buckling behavior of folded plates. Folded plates, made of steel or concrete, have been widely used in engineering construction as load-bearing walls designed to carry floor and roof loads or roofs for large spaces. In the last case, folded plates work as a thin shell, being however easier to build since they are formed by flat surfaces joined along the fold lines. In this work the software ABAQUS is used to study the behavior of V-shaped folded plates. Initially it is analyzed the behavior of these plates when used as load-bearing walls under axial compression. A detailed parametric analysis is conducted to identify the influence of the geometrical parameters and boundary conditions on critical loads and modes. The influence of these parameters on the post-buckling response, post-critical stiffness and imperfection sensitivity is also investigated. Finally, the non-linear response of V-shaped folded plates under flexure is investigated and the possible instabilities under these loading conditions are analyzed.
Khamisi, Ali. "Stability of Tubular Steel Structures : Buckling and Lateral Torsional Buckling". Thesis, Université de Lorraine, 2016. http://www.theses.fr/2016LORR0172.
Pełny tekst źródłaThis subject becomes topical following a rapid evolution of design procedures for slender structures used widely in the temporary installations. Only through the last twenty years that these structures are prefabricated of multidirectional frames (steel or aluminium tubular sections). These structures are lightweight and their stability lies only in the internal stiffness at rows of posts and horizontally by the planking as well as the links with the building. This work concerns the study of instabilities (buckling - lateral torsional buckling) taking into account different types of imperfections. New buckling curves and the associated imperfection factors are proposed in this thesis. These curves are obtained by imposing an initial deformed representing the geometrical and mechanical defects (residual stress). The experimental results were confronted with theoretical predictions of Eurocode 3 which show that the values of the imperfections in the literature are extremely exaggerated. The values advocated in this work could be of interest for a possible adjustment of the European buckling curves for this type of structure. Regarding the lateral instability, an original methodology in real scale tests of trusses consist of tubular elements was also developed. The developed loading system of "free wheels" allows releasing the point of application of the force from the beginning of instability. This technique leads to more accurate measurements of the critical lateral torsional buckling moment
Clarin, 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 źródłaMahar, Akshay Mangal. "Buckling and post-buckling behaviour of cold-formed steel built-up columns". Thesis, Queensland University of Technology, 2022. https://eprints.qut.edu.au/232829/1/Akshay%20Mangal_Mahar_Thesis.pdf.
Pełny tekst źródłaSadr-Hashemi, Farshid. "Buckling of conical shells". Thesis, University College London (University of London), 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.685403.
Pełny tekst źródłaJUNIOR, WALTER MENEZES GUIMARAES. "BUCKLING OF VISCOELASTIC STRUCTURES". PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2006. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=9164@1.
Pełny tekst źródłaEste trabalho apresenta um modelo computacional aplicável à análise de sistemas estruturais viscoelásticos submetidos a grandes deslocamentos, com particular atenção ao fenômeno da instabilidade. A discretização dos modelos é obtida através de elementos finitos isoparamétricos bidimensionais que podem ser empregados na análise de colunas, pórticos, arcos e cascas axissimétricas. A estabilidade elástica do sistema é verificada ao longo de trajetórias de equilíbrio definidas no espaço carga-deslocamentos, onde a ocorrência de pontos de bifurcação ou de pontos-limite é indicada através da troca de sinal do pivô da matriz de rigidez tangente. A inclusão de um modelo viscoelástico linear para o material possibilita a avaliação do efeito do tempo de carregamento sobre a carga de flambagem da estrutura. O mecanismo de instabilidade correspondente à flambagem viscoelástica envolve duas variáveis básicas: a magnitude da carga (carga crítica) e a duração da carga (tempo crítico). Os exemplos apresentados ilustram esses conceitos e fornecem resultados interessantes a respeito dos efeitos da viscoelasticidade sobre a flambagem em diferentes sistemas estruturais.
This thesis presents a computational model for the analysis of viscoelastic structures undergoing large displacements, with particular attention to unstable phenomena. The discrete model utilizes two-dimensional isoparametric finite elements in the analysis of columns, frames, arches and axially symmetric shells. The elastic stability of the system is verified along the equilibrium paths in the multidimensional load-displacements space, with bifurcation or limit points indicated by sign changes of the pivot of the tangent stiffness at every incremental step. A linear viscoelastic model for the material is included, allowing for the consideration of the effect of loading time on the buckling load for the structure. Thus, the mechanism leading to loss of stability, corresponding to viscoelastic buckling, involves two basic variables: load magnitude and duration of the load, designated as critical load and critical time. The examples presented herein enlighten such concepts and provide interesting results about viscoelastic effects on buckling of different structural systems.
Moroder, Daniel. "Longitudinal bar buckling behavior". Master's thesis, Alma Mater Studiorum - Università di Bologna, 2008. http://amslaurea.unibo.it/94/.
Pełny tekst źródłaPurbolaksono, Judha. "Buckling and post-buckling analysis of cracked plates by the boundary element method". Thesis, Queen Mary, University of London, 2003. http://qmro.qmul.ac.uk/xmlui/handle/123456789/1831.
Pełny tekst źródłaSOLTANI, GHULAM H. "BUCKLING AND POST-BUCKLING RESPOSNE OF SINGLE CURVATUE BEAM-COLUMNS UNDER THERMAL (FIRE) LOADS". OpenSIUC, 2017. https://opensiuc.lib.siu.edu/theses/2147.
Pełny tekst źródłaOzdemir, Kerem Murat. "Lateral Buckling Of Overhanging Beams". Master's thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/12606488/index.pdf.
Pełny tekst źródłaKsiążki na temat "Buckling"
Lindberg, Herbert E., i Alexander L. Florence. Dynamic Pulse Buckling. Dordrecht: Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3657-7.
Pełny tekst źródłaByskov, Esben. Selected buckling problems. Lyngby, Denmark: Department of Structural Engineering, Technical University of Denmark, 1990.
Znajdź pełny tekst źródłaG, Falzon B., i Aliabadi M. H, red. Buckling and post buckling structures: Experimental, analytical and numerical studies. London: Imperial College Press, 2008.
Znajdź pełny tekst źródłaJohann, Arbocz, i Weller T, red. Buckling experiments: Experimental methods in buckling of thin-walled structures. Chichester: Wiley, 1998.
Znajdź pełny tekst źródłaShama, Mohamed. Buckling of Ship Structures. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-17961-7.
Pełny tekst źródłaShama, Mohamed. Buckling of Ship Structures. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013.
Znajdź pełny tekst źródłaKachanov, L. M. Delamination Buckling of Composite Materials. Dordrecht: Springer Netherlands, 1988. http://dx.doi.org/10.1007/978-94-009-2819-0.
Pełny tekst źródłaBushnell, D. Computerized buckling analysis of shells. Dordrecht: Springer Netherlands, 1985. http://dx.doi.org/10.1007/978-94-009-5063-4.
Pełny tekst źródłaAkbarov, Surkay. Stability Loss and Buckling Delamination. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-30290-9.
Pełny tekst źródłaC, Chamis C., i United States. National Aeronautics and Space Administration., red. Probabalistic progressive buckling of trusses. [Washington, DC]: National Aeronautics and Space Administration, 1991.
Znajdź pełny tekst źródłaCzęści książek na temat "Buckling"
Gooch, Jan W. "Buckling". W Encyclopedic Dictionary of Polymers, 97. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_1645.
Pełny tekst źródłaSuhir, E. "Buckling". W Structural Analysis in Microelectronic and Fiber-Optic Systems, 324–52. Dordrecht: Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-6535-8_17.
Pełny tekst źródłaLeckie, Frederick A., i Dominic J. Dal Bello. "Buckling". W Strength and Stiffness of Engineering Systems, 1–29. Boston, MA: Springer US, 2008. http://dx.doi.org/10.1007/978-0-387-49474-6_10.
Pełny tekst źródłaAudoly, Basile. "Buckling and Post-buckling of Plates". W Encyclopedia of Continuum Mechanics, 1–16. Berlin, Heidelberg: Springer Berlin Heidelberg, 2018. http://dx.doi.org/10.1007/978-3-662-53605-6_134-1.
Pełny tekst źródłaEslami, M. Reza. "Buckling and Post-buckling of Beams". W Buckling and Postbuckling of Beams, Plates, and Shells, 7–110. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-62368-9_2.
Pełny tekst źródłaAudoly, Basile. "Buckling and Post-buckling of Plates". W Encyclopedia of Continuum Mechanics, 222–37. Berlin, Heidelberg: Springer Berlin Heidelberg, 2020. http://dx.doi.org/10.1007/978-3-662-55771-6_134.
Pełny tekst źródłaStrømmen, Einar N. "Elastic Buckling". W Structural Mechanics, 247–304. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-44318-4_12.
Pełny tekst źródłaBonnet, Mireille. "Scleral Buckling". W Microsurgery of Retinal Detachment, 89–114. Berlin, Heidelberg: Springer Berlin Heidelberg, 1989. http://dx.doi.org/10.1007/978-3-662-08731-2_12.
Pełny tekst źródłaChakrabarty, J. "Plastic Buckling". W Mechanical Engineering Series, 459–537. New York, NY: Springer New York, 2000. http://dx.doi.org/10.1007/978-1-4757-3268-9_7.
Pełny tekst źródłaBrown, Robert F. "Euler Buckling". W A Topological Introduction to Nonlinear Analysis, 155–60. Boston, MA: Birkhäuser Boston, 2004. http://dx.doi.org/10.1007/978-0-8176-8124-1_20.
Pełny tekst źródłaStreszczenia konferencji na temat "Buckling"
Xu, Yixiang, Michael Chen i Wenjun Chen. "Buckling and Post-Buckling of a Pumpkin Balloon". W 51st AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference
18th AIAA/ASME/AHS Adaptive Structures Conference
12th. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2010. http://dx.doi.org/10.2514/6.2010-2671.
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 źródłaAasen, Jan A., i Bernt S. Aadnøy. "Buckling Models Revisited". W IADC/SPE Asia Pacific Drilling Technology. Society of Petroleum Engineers, 2002. http://dx.doi.org/10.2118/77245-ms.
Pełny tekst źródłaGoldfeld, Yiska. "Buckling and Initial Post-Buckling of Generally Stiffened Conical Shells". W 47th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference
14th AIAA/ASME/AHS Adaptive Structures Conference
7th. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2006. http://dx.doi.org/10.2514/6.2006-2275.
Kala, Zdeněk, Martin Kalina i Petr Frantík. "Buckling and post-buckling of the von Mises planar truss". W PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON NUMERICAL ANALYSIS AND APPLIED MATHEMATICS 2014 (ICNAAM-2014). AIP Publishing LLC, 2015. http://dx.doi.org/10.1063/1.4913079.
Pełny tekst źródłaGong, Lixin. "Onset and Post Buckling of Pipe-in-Pipe’s Helical Buckling Using Improved Energy Method". W ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/omae2018-77032.
Pełny tekst źródłaSeibel, Arthur, i Josef Schlattmann. "Buckling Analysis under Uncertainty". W Second International Conference on Vulnerability and Risk Analysis and Management (ICVRAM) and the Sixth International Symposium on Uncertainty, Modeling, and Analysis (ISUMA). Reston, VA: American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413609.215.
Pełny tekst źródłaCosham, Andrew, Kenneth A. Macdonald, Ian MacRae i Malcolm Carr. "ECAs and Lateral Buckling". W ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/omae2019-95529.
Pełny tekst źródłaWiebe, Richard, Lawrence Virgin, Ilinca Stanciulescu i S. Spottswood. "On Snap-Through Buckling". W 52nd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2011. http://dx.doi.org/10.2514/6.2011-2083.
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 źródłaRaporty organizacyjne na temat "Buckling"
Danielson, D. A. Buckling of Ship Grillages. Fort Belvoir, VA: Defense Technical Information Center, wrzesień 1996. http://dx.doi.org/10.21236/ada316711.
Pełny tekst źródłaLee, A. S., i S. E. Bumpas. Buckling analysis of spent fuel basket. Office of Scientific and Technical Information (OSTI), maj 1995. http://dx.doi.org/10.2172/71376.
Pełny tekst źródłaDanielson, D. A., i D. P. Kihl. Buckling of Ship Grillages - Part II,. Fort Belvoir, VA: Defense Technical Information Center, wrzesień 1997. http://dx.doi.org/10.21236/ada331088.
Pełny tekst źródłaGreimann, L., F. Fanous, S. Safar, R. Challa i D. Bluhm. Buckling evaluation of System 80+{trademark} containment. Office of Scientific and Technical Information (OSTI), sierpień 1994. http://dx.doi.org/10.2172/10192221.
Pełny tekst źródłaJung, Gonghyun, T. D. Huang, Pingsha Dong, Randal M. Dull, Christopher C. Conrardy i Nancy C. Porter. Numerical Prediction of Buckling in Ship Panel Structures. Fort Belvoir, VA: Defense Technical Information Center, styczeń 2006. http://dx.doi.org/10.21236/ada495201.
Pełny tekst źródłaTang, Y. Buckling of elliptical rings under uniform external pressure. Office of Scientific and Technical Information (OSTI), kwiecień 1991. http://dx.doi.org/10.2172/10134497.
Pełny tekst źródłaHou, H. T., M. J. Li, X. X. Yan, C. X. Qiu, X. F. Liu i B. Qu. TESTING OF BUCKLING - RESTRAINED BRACES WITH REPLACEABLE FUSES. The Hong Kong Institute of Steel Construction, grudzień 2018. http://dx.doi.org/10.18057/icass2018.p.051.
Pełny tekst źródłaDugan, John. Buckling of Arctic Sea Ice in Lateral Compression. Fort Belvoir, VA: Defense Technical Information Center, wrzesień 1997. http://dx.doi.org/10.21236/ada329595.
Pełny tekst źródłaSimitses, George J., Sayed Sallam i Yeoshua Frostig. Buckling of Delaminated Shells and Multi-Annular Plates. Fort Belvoir, VA: Defense Technical Information Center, październik 1985. http://dx.doi.org/10.21236/ada162371.
Pełny tekst źródłaJayachandran S, Arul. PREDICTION OF LIMIT POINT BUCKLING IN RETICULATED METAL SHELLS. The Hong Kong Institute of Steel Construction, grudzień 2018. http://dx.doi.org/10.18057/icass2018.p.145.
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