Littérature scientifique sur le sujet « Slender beam »
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Articles de revues sur le sujet "Slender beam"
Abo‐Hamd, Metwally. « Slender Composite Beam‐Columns ». Journal of Structural Engineering 114, no 10 (octobre 1988) : 2254–67. http://dx.doi.org/10.1061/(asce)0733-9445(1988)114:10(2254).
Texte intégralOlanitori, Lekan Makanju, et Damilola David Fregene. « Behavior of under and over-reinforced concrete slender beams at failure ». Nigerian Journal of Technological Research 16, no 3 (28 septembre 2021) : 16–22. http://dx.doi.org/10.4314/njtr.v16i3.3.
Texte intégralYao, Zhenhan, Xiaoping Zheng, Han Yuan et Jinlong Feng. « Research progress of high-performance BEM and investigation on convergence of GMRES in local stress analysis of slender real thin-plate beams ». Engineering Computations 36, no 8 (7 octobre 2019) : 2530–56. http://dx.doi.org/10.1108/ec-10-2018-0477.
Texte intégralZamani, A. R., et S. O. Oyadiji. « Analytical modelling of Kirschner wires in Ilizarov circular external fixator as pretensioned slender beams ». Journal of The Royal Society Interface 6, no 32 (22 juillet 2008) : 243–56. http://dx.doi.org/10.1098/rsif.2008.0251.
Texte intégralBarbulescu, Horatiu, Dan B. Marghitu et Uday Vaidya. « Spatial Impact of a Slender Beam ». Journal of Engineering Materials and Technology 125, no 4 (22 septembre 2003) : 368–71. http://dx.doi.org/10.1115/1.1605110.
Texte intégralJang, Jun Hwan, et Jae Hoon Kim. « EXPERIMENTAL VERIFICATION OF COUPLED STIFFNESS MATRIX IN MULTILAYER COMPOSITE STRUCTURE WITH COMPLEX CURVATURE ». International Journal of Modern Physics : Conference Series 06 (janvier 2012) : 634–39. http://dx.doi.org/10.1142/s2010194512003893.
Texte intégralLefevre, Baptiste, Frédéric Tayeb, Lionel du Peloux et Jean-François Caron. « A 4-degree-of-freedom Kirchhoff beam model for the modeling of bending–torsion couplings in active-bending structures ». International Journal of Space Structures 32, no 2 (juin 2017) : 69–83. http://dx.doi.org/10.1177/0266351117714346.
Texte intégralCelebi, K., et N. Tutuncu. « Free vibration analysis of functionally graded beams using an exact plane elasticity approach ». Proceedings of the Institution of Mechanical Engineers, Part C : Journal of Mechanical Engineering Science 228, no 14 (9 janvier 2014) : 2488–94. http://dx.doi.org/10.1177/0954406213519974.
Texte intégralPATEL, VIPULKUMAR ISHVARBHAI, QING QUAN LIANG et MUHAMMAD N. S. HADI. « NUMERICAL ANALYSIS OF CIRCULAR CONCRETE-FILLED STEEL TUBULAR SLENDER BEAM-COLUMNS WITH PRELOAD EFFECTS ». International Journal of Structural Stability and Dynamics 13, no 03 (avril 2013) : 1250065. http://dx.doi.org/10.1142/s0219455412500654.
Texte intégralStempin, Paulina, et Wojciech Sumelka. « Dynamics of Space-Fractional Euler–Bernoulli and Timoshenko Beams ». Materials 14, no 8 (7 avril 2021) : 1817. http://dx.doi.org/10.3390/ma14081817.
Texte intégralThèses sur le sujet "Slender beam"
Chung, Kwok Fai. « The elastic distortional and local plate buckling of slender web beam ». Thesis, Imperial College London, 1988. http://hdl.handle.net/10044/1/7860.
Texte intégralPerea, Tiziano. « Analytical and experimental study on slender concrete-filled steel tube columns and beam-columns ». Diss., Georgia Institute of Technology, 2010. http://hdl.handle.net/1853/37303.
Texte intégralPettersson, Frida. « A Study on the Behavior of Deep, Slender Wide Flange Steel Beam-Column Members in Seismic Applications ». University of Cincinnati / OhioLINK, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1455209092.
Texte intégralChemrouk, Mohamed. « Slender concrete deep beams : behaviour, serviceability and strength ». Thesis, University of Newcastle upon Tyne, 1988. http://hdl.handle.net/10443/3103.
Texte intégralPandey, Anupam. « Bending, Creasing, and Snapping of Soft, Slender Structures ». Thesis, Virginia Tech, 2014. http://hdl.handle.net/10919/49689.
Texte intégralMaster of Science
Wong, Ha Hang Aaron. « Buckling and stability of slender reinforced concrete deep beams ». Thesis, University of Newcastle Upon Tyne, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.279763.
Texte intégralFolz, Bryan. « Numerical simulation of the non-linear transient response of slender beams ». Thesis, University of British Columbia, 1986. http://hdl.handle.net/2429/26287.
Texte intégralApplied Science, Faculty of
Civil Engineering, Department of
Graduate
Couto, Carlos André Soares. « Fire design of steel members with class 4 cross-section ». Doctoral thesis, Universidade de Aveiro, 2015. http://hdl.handle.net/10773/17375.
Texte intégralA presente tese resulta de um trabalho de investigação com o propósito de aumentar o conhecimento do comportamento ao fogo de elementos metálicos com secção transversal de Classe 4, ou seja, suscetíveis à ocorrência de fenómenos de encurvadura local. Os elementos metálicos com secção transversal de Classe 4 são amplamente utilizados na construção metálica por serem soluções bastante atrativas em termos de eficiência e economia de material. No entanto, a verificação da resistência ao fogo destes elementos carece de fórmulas simplificadas que se adequem à mais-valia proporcionada por este tipo de solução. O principal objetivo desta dissertação foca-se no desenvolvimento de metodologias de cálculo para verificação da resistência ao fogo de elementos metálicos com secção transversal de Classe 4 com base em estudos numéricos realizados com elementos finitos de casca recorrendo ao programa SAFIR através de análises material e geometricamente não lineares (GMNIA - geometrically and material non-linear analysis with imperfections). É demonstrado nesta tese que, as fórmulas atualmente propostas no Eurocódigo 3 para verificação da resistência ao fogo de elementos de Classe 4 em situação de incêndio podem ser melhoradas. No que diz respeito à capacidade resistente da secção transversal, a metodologia atual do Eurocódigo 3 subestima a resistência das secções quando constituídas simultaneamente por placas de Classe 4 e de outras classes. Por outro lado, mostra-se que os fenómenos de encurvadura local afetam também as secções de Classe 3 a altas temperaturas. Neste trabalho, ambas as classes foram tratadas como secções transversais esbeltas, tendo sido propostas novas fórmulas para o seu cálculo em situação de incêndio. No caso de vigas com secção transversal esbelta, observa-se que as formulações preconizadas no Eurocódigo 3 são também inadequadas. A proposta para o cálculo da resistência da secção transversal desenvolvida neste trabalho conduz a melhorias na verificação da segurança ao fogo destes elementos mas, não obstante, propõe-se novas expressões que consideram a interação entre a encurvadura local e o fenómeno de encurvadura lateral que ocorre nestas vigas. Assim desenvolveu-se um parâmetro de secção efetiva cuja utilização permite uma verificação ao fogo da encurvadura lateral mais eficiente. Por fim, estudam-se as vigas-coluna com secção transversal esbelta, concluindo-se que as fórmulas de interação do Eurocódigo 3 conduzem simultaneamente a resultados muito conservativos ou fora da segurança. Observou-se que este comportamento se deve essencialmente ao cálculo dos fatores de redução para o comportamento de coluna e viga, mas por outro lado, houve a necessidade de alterar os fatores de interação das curvas para que a verificação da resistência ao fogo destes elementos fosse mais segura.
This thesis is the result of a research work with the purpose of increasing the knowledge on the fire behaviour of steel members with Class 4 cross-section, that is, prone to the occurrence of local buckling phenomena. Steel members with Class 4 cross-section due to their advantages regarding their lightness and efficiency are widely used in steel constructions. However, the verification of the fire resistance of these elements lacks simplified formulas that are in agreement with the added value provided by this type of solutions. The main objective of this thesis aims to develop improved structural fire design rules for the stability check of steel members with Class 4 cross-section based on numerical investigation with shell finite elements carried out with the software SAFIR by performing geometrically and material non-linear analysis with imperfections (GMNIA). It is demonstrated in this work that, the existing design rules preconized proposed in Eurocode 3 for the design of steel members with Class 4 crosssection in case of fire could be improved. In what concerns the cross-sectional capacity, the present methodology of Eurocode 3 underestimates the resistance of the sections when they are built up simultaneous of Class 4 plates and plates of other classes. Moreover, it is demonstrated that local buckling affects also Class 3 cross-sections in case of fire. Thus, in this work, both classes are treated as slender cross-sections and proposals are made for new rules to calculate their capacity in fire situation. For beams with slender cross-sections, it is concluded that the formulae available in Eurocode 3 are also inadequate. The new proposal for the crosssectional resistance calculation leads to improvements in terms of the fire design of these members but, nonetheless, new expressions are proposed that account for the interaction between local buckling and lateral-torsional buckling that occurs in these beams. Accordingly, the effective section factor was developed allowing a better design against lateral-torsional buckling of on beams with slender cross-sections in case of fire. Finally, beam-columns with slender cross-sections are studied, and it is concluded that the present interaction formulae provided by Eurocode 3 leads simultaneous to very conservative or unsafe results. It was observed that this was mainly due to the calculation of the reduction factors for the beam and column behaviour, but besides that, there was the need to change the interaction factors so that the design rules to assess the mechanical resistance of beam-columns in case of fire be safer.
Hall, Eric K. « A study of slender beams : finite deformations, chaotic vibrations, and active control ». Diss., Georgia Institute of Technology, 1991. http://hdl.handle.net/1853/12919.
Texte intégralZhao, H., R. Wang, Dennis Lam, C.-C. Hou et R. Zhang. « Behaviours of circular CFDST with stainless steel external tube : Slender columns and beams ». Elsevier, 2020. http://hdl.handle.net/10454/18141.
Texte intégralIn this work, experimental and numerical investigations were performed on the behaviours of circular concrete filled double steel tubular (CFDST) slender columns and beams, in which the external tube employed stainless steel tube. Eighteen specimens, 12 slender columns and 6 beams, were tested to obtain the failure patterns, load versus deflection relationships and strain developments of stainless steel tube. A finite element (FE) model was developed and verified by experimental results. The validated FE model was then employed to investigate the effects of key parameters, including hollow ratio, eccentric ratio and material strength, on the load-carrying capacity. The load distribution among the components and contact stress between steel tube and sandwiched concrete were also analyzed. Finally, the design methods for CFDST, hollow CFST and solid CFST members with carbon steel external tube respectively suggested by Han et al. (2018), Chinese GB 50936-2014 (2014) and AISC 360-16 (2016) were employed to evaluate their applicability for the circular CFDST slender columns and beams with stainless steel outer tube.
The authors gratefully acknowledge the Shanxi Province Outstanding Youth Fund (No. 201701D211006) and the National Natural Science Foundation (No. 51838008).
The full-text of this article will be released for public view at the end of the publisher embargo on 9th Nov 2021.
Livres sur le sujet "Slender beam"
Tran, Fleischer Van, et Hugh L. Dryden Flight Research Center, dir. Extension of Ko straight-beam displacement theory to deformed shape predictions of slender curved structures. Edwards, CA : National Aeronautics and Space Administration, Dryden Flight Research Center, 2011.
Trouver le texte intégralReinforced concrete beams, columns and frames : Section and slender member analysis. London : ISTE, 2013.
Trouver le texte intégralCasandjian, Charles, Jostein Hellesland, Noël Challamel et Christophe Lanos. Reinforced Concrete Beams, Columns and Frames : Section and Slender Member Analysis. Wiley & Sons, Incorporated, John, 2013.
Trouver le texte intégralCasandjian, Charles, Jostein Hellesland, Noël Challamel et Christophe Lanos. Reinforced Concrete Beams, Columns and Frames : Section and Slender Member Analysis. Wiley & Sons, Incorporated, John, 2013.
Trouver le texte intégralCasandjian, Charles, Jostein Hellesland, Noël Challamel, Christophe Lanos et Noël Challamel. Reinforced Concrete Beams, Columns and Frames : Section and Slender Member Analysis. Wiley & Sons, Incorporated, John, 2013.
Trouver le texte intégralChallamel, No, Charles Casandjian, Jostein Hellesland et Christophe Lanos. Reinforced Concrete Beams, Columns and Frames : Section and Slender Member Analysis. Wiley & Sons, Incorporated, John, 2013.
Trouver le texte intégralCasandjian, Charles, Jostein Hellesland, Noël Challamel et Christophe Lanos. Reinforced Concrete Beams, Columns and Frames : Section and Slender Member Analysis. Wiley & Sons, Incorporated, John, 2012.
Trouver le texte intégralChapitres de livres sur le sujet "Slender beam"
Liu, Jian, Serhan Guner et Boyan Mihaylov. « Towards Mixed-Type Modelling of Structures with Slender and Deep Beam Elements ». Dans High Tech Concrete : Where Technology and Engineering Meet, 1243–51. Cham : Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_144.
Texte intégralPellicano, F., et A. F. Vakakis. « Normal Modes and Boundary Layers for a Slender Tensioned Beam on a Nonlinear Foundation ». Dans Normal Modes and Localization in Nonlinear Systems, 79–93. Dordrecht : Springer Netherlands, 2001. http://dx.doi.org/10.1007/978-94-017-2452-4_5.
Texte intégralCigada, Alfredo, Alessandro Caprioli et Marcello Vanali. « Experimental investigation of the pre-tension effects on the modal parameters of a slender pre-tensioned concrete beam ». Dans Dynamics of Civil Structures, Volume 4, 125–34. New York, NY : Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-9831-6_15.
Texte intégralEslami, Mohammad Reza, et Yasser Kiani. « Slender Beams, Thermal Buckling ». Dans Encyclopedia of Thermal Stresses, 4427–32. Dordrecht : Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-007-2739-7_514.
Texte intégralHellesland, Jostein, Noël Challamel, Charles Casandjian et Christophe Lanos. « Slender Compression Members - Mechanics and Design ». Dans Reinforced Concrete Beams, Columns and Frames, 103–212. Hoboken, NJ USA : John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118635360.ch2.
Texte intégralOñate, Eugenio. « Slender Plane Beams. Euler-Bernoulli Theory ». Dans Structural Analysis with the Finite Element Method Linear Statics, 1–36. Dordrecht : Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-1-4020-8743-1_1.
Texte intégralOñate, Eugenio. « Thick/Slender Plane Beams. Timoshenko Theory ». Dans Structural Analysis with the Finite Element Method Linear Statics, 37–97. Dordrecht : Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-1-4020-8743-1_2.
Texte intégralAhmad, Subhan. « Size Effect on Shear Strength of Slender Reinforced Concrete Beams ». Dans Structural Integrity, 494–502. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-98335-2_33.
Texte intégralSpuldaro, Everton, Luiz Fabiano Damy et Domingos A. Rade. « Influence of Temperature Randomness on Vibration and Buckling of Slender Beams ». Dans Lecture Notes in Mechanical Engineering, 347–60. Cham : Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-53669-5_25.
Texte intégralPiana, G., A. Manuello, R. Malvano et A. Carpinteri. « Fundamental Frequencies of Slender Beams Subject to Imposed Axial End Displacements ». Dans Experimental and Applied Mechanics, Volume 6, 59–66. Cham : Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-06989-0_8.
Texte intégralActes de conférences sur le sujet "Slender beam"
Hu, Shengrong, et Yinggang Ou. « Notes on MacNeal slender beam ». Dans 2011 Second International Conference on Mechanic Automation and Control Engineering (MACE). IEEE, 2011. http://dx.doi.org/10.1109/mace.2011.5988155.
Texte intégralBarbulescu, Horatiu, Dan B. Marghitu et Uday Vaidya. « Spatial Impact of a Slender Beam ». Dans ASME 2002 International Mechanical Engineering Congress and Exposition. ASMEDC, 2002. http://dx.doi.org/10.1115/imece2002-33577.
Texte intégral« Alternative design for the non-slender beam (deep beam) ». Dans SP-208 : Examples for the Design of Structural Concrete with Strut-and-Tie Models. American Concrete Institute, 2002. http://dx.doi.org/10.14359/12413.
Texte intégral« SHS and RHS stainless steel slender beam-columns ». Dans Engineering Mechanics 2018. Institute of Theoretical and Applied Mechanics of the Czech Academy of Sciences, 2018. http://dx.doi.org/10.21495/91-8-957.
Texte intégralDanzi, Francesco, Giacomo Frulla, Enrico Cestino et James M. Gibert. « MDO/MSO of Slender Thin Walled Box Beam Model ». Dans 18th AIAA/ISSMO Multidisciplinary Analysis and Optimization Conference. Reston, Virginia : American Institute of Aeronautics and Astronautics, 2017. http://dx.doi.org/10.2514/6.2017-4323.
Texte intégralNa´prstek, Jirˇi´. « Domains and Types of Aeroelastic Instability of Slender Beam ». Dans ASME 2007 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2007. http://dx.doi.org/10.1115/detc2007-34132.
Texte intégralWang, Shenghai, Aldo Ferri, William Singhose et Yujia Yang. « Control of Slender-Beam Payloads During Lift-Up Operations ». Dans ASME 2018 Dynamic Systems and Control Conference. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/dscc2018-8967.
Texte intégralSarker, Pratik, et Uttam K. Chakravarty. « Numerical Analysis of the Vibration of Slender Beams ». Dans ASME 2022 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/imece2022-95186.
Texte intégralSoni, Prashant K., Carl M. Larsen et Jie Wu. « Hydrodynamic Coefficients for Vortex Induced Vibrations of Slender Beams ». Dans ASME 2009 28th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2009. http://dx.doi.org/10.1115/omae2009-79797.
Texte intégralJorabchi, Kavous, Joshua Danczyk et Krishnan Suresh. « Shape Optimization of Potentially Slender Structures ». Dans ASME 2008 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/detc2008-50001.
Texte intégralRapports d'organisations sur le sujet "Slender beam"
Chansuk, Piyachai, Gulen Ozkula, Chia-Ming Uang et John L. Harris III. Seismic Behavior and Design of Deep, Slender Wide-Flange Structural Steel Beam-Columns. National Institute of Standards and Technology, juillet 2021. http://dx.doi.org/10.6028/nist.tn.2169.
Texte intégralLucier, Gregory, Catrina Walter, Sami Rizkalla, Paul Zia et Gary Klein. Development of a Rational Design Methodology for Precast Slender Spandrel Beams. Precast/Prestressed Concrete Institute, 2010. http://dx.doi.org/10.15554/pci.rr.comp-009.
Texte intégralResearch plan for the study of seismic behavior and design of deep, slender wide flange structural steel beam-column members. Gaithersburg, MD : National Institute of Standards and Technology, décembre 2011. http://dx.doi.org/10.6028/nist.gcr.11-917-13.
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