Literatura académica sobre el tema "Buckling experiments"
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Artículos de revistas sobre el tema "Buckling experiments"
Nehme, Kinga, András Jakab y Salem Georges Nehme. "Experiments on the buckling behaviour of glass columns. Part 1." Epitoanyag - Journal of Silicate Based and Composite Materials 65, n.º 3 (2013): 62–66. http://dx.doi.org/10.14382/epitoanyag-jsbcm.2013.13.
Texto completoNehme, Kinga, András Jakab y Salem Georges Nehme. "Experiments on the buckling behaviour of glass columns. Part 2." Epitoanyag - Journal of Silicate Based and Composite Materials 65, n.º 4 (2013): 112–17. http://dx.doi.org/10.14382/epitoanyag-jsbcm.2013.21.
Texto completoMario M. Attard. "Global Buckling Experiments on Sandwich Columns with Soft Shear Cores". Electronic Journal of Structural Engineering 11 (1 de enero de 2011): 21–31. http://dx.doi.org/10.56748/ejse.11140.
Texto completoTomblin, John y Ever Barbero. "Local buckling experiments on FRP columns". Thin-Walled Structures 18, n.º 2 (enero de 1994): 97–116. http://dx.doi.org/10.1016/0263-8231(94)90012-4.
Texto completoWong-Chung, A. D. y S. Kitipornchai. "Partially braced inelastic beam buckling experiments". Journal of Constructional Steel Research 7, n.º 3 (enero de 1987): 189–211. http://dx.doi.org/10.1016/0143-974x(87)90008-3.
Texto completoHambly, E. T. y C. R. Calladine. "Buckling experiments on damaged cylindrical shells". International Journal of Solids and Structures 33, n.º 24 (octubre de 1996): 3539–48. http://dx.doi.org/10.1016/0020-7683(95)00194-8.
Texto completoMiyazaki, N. y S. Hagihara. "Bifurcation Buckling of Circular Cylindrical Shells Subjected to Axial Compression During Creep Deformation". Journal of Pressure Vessel Technology 115, n.º 3 (1 de agosto de 1993): 268–74. http://dx.doi.org/10.1115/1.2929527.
Texto completoO. Ifayefunmi, O. Ifayefunmi. "Buckling Experiments of Cracked Axially Compressed Cones". International Journal of Mechanical and Production Engineering Research and Development 10, n.º 3 (2020): 5665–74. http://dx.doi.org/10.24247/ijmperdjun2020539.
Texto completoZirakian, Tadeh y Hossein Showkati. "Experiments on Distortional Buckling of I-Beams". Journal of Structural Engineering 133, n.º 7 (julio de 2007): 1009–17. http://dx.doi.org/10.1061/(asce)0733-9445(2007)133:7(1009).
Texto completoThompson, J. Michael T. "Advances in Shell Buckling: Theory and Experiments". International Journal of Bifurcation and Chaos 25, n.º 01 (enero de 2015): 1530001. http://dx.doi.org/10.1142/s0218127415300013.
Texto completoTesis sobre el tema "Buckling experiments"
Liu, Bing 1975. "FE analysis of plastic buckling of plates with initial imperfections and simulation of experiments". Thesis, McGill University, 2007. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=100251.
Texto completoThis thesis presents finite element analyses of plastic buckling and postbuckling behaviour of columns and plates, taking into account the presence of initial out-of-plane imperfections. The FE programs constructed by the author for this purpose are used to analyze the imperfection growth of such columns and plates under axial loading and simply supported edge conditions. The material behaviour is modeled according to both the incremental and the deformation theories of strain-hardening plasticity. The programs combine both the geometric and material nonlinearities to trace the load-deflection behaviours of these structures in prebuckling (up to the maximum load) as well as postbuckling ranges. The results of the analyses for plates show the extreme sensitivity of the incremental theory, and the relative insensitivity of the deformation theory, to the initial imperfections.
The programs are used to simulate the plastic buckling experiments on Aluminum tubes, taking into account their measured imperfections. The imperfection growth analyses demonstrate that the maximum load predictions of the incremental theory are quite close to those recorded in the experiments.
Soroori, Rad Behrooz H. "Experiments on Cold-Formed Steel Beams with Holes". Thesis, Virginia Tech, 2010. http://hdl.handle.net/10919/42698.
Texto completoMaster of Science
Haidar, Mohamed. "Modelling of failure mechanisms for corrugated board". Thesis, KTH, Hållfasthetslära (Inst.), 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-176010.
Texto completoBarbarella, Elena. "Towards the localization and characterization of defects based on the Modified error in Constitutive Relation : focus on the buckling test and comparison with other type of experiments". Thesis, Université Paris-Saclay (ComUE), 2016. http://www.theses.fr/2016SACLN066/document.
Texto completoComposite materials are nowadays extending their operational field to industrial applications other than aeronautics. New potential markets, such as automotive, imply the need to comply with different constraints; reduced cost and production time become more binding, taking the lead over the complete absence of defects. The drawback to fast automatized procedure is the higher defectiveness of the components produced, a deeper control of the part is therefore needed. Non-destructive techniques are expensive both in terms of cost and time and therefore the main question we tried to answer in this thesis is: is it possible to detect and estimate the effect of defects without resorting to the complex and time-consuming NDT techniques? An acceptable answer may potentially lead to a lower precision but should guarantee sufficient quantitative information for these applications. The thesis aims at exploring possibilities to use classical mechanical test combined with Digital Image correlation and inverse procedure to localize and characterized possible (large) defects. Buckling tests have been chosen at first due their supposed sensitivity to defects. Among the possible inverse technique, we have chosen to extend the so-called Modified Error in Constitutive Relation to the case of buckling because, in the case of vibration tests performed with several frequencies, the MCRE proved to have very good localization properties. The dedicated formulation of the MCRE for linearized buckling requires a post-processing of the non-linear experimental results. The Southwell plot is here employed to reconstruct the eigenvalue, the critical load, of the equivalent eigenvalue problem (i.e. the solution of the problem with material defect and no geometrical ones) and the Stereo Digital Image Correlation (StereoDIC) is exploited to reconstruct the deformed shape of the specimen during the test, used as mode. The interests and limits of the methodology are discussed notably through the comparison of numerical results using the MCRE in case of traction, flexion or vibration tests. It is shown that the linearized buckling based MCRE technique proves well for pseudo-experimental measurements at least for moderate geometrical imperfections. In addition first experiments have been performed; the defects are characterized from real experimental specimens, both for a nominally perfect specimen and for a defective one, where a zone of fibre waviness is induced. Stereo Digital Image Correlation (StereoDIC) is exploited to reconstruct the deformed shape of the specimen during the test, this shape being used as an approximation of the buckling mode. While on the first one no defects are detected, on the flawed specimen the localized area is in reasonable agreement with the area affected by fibre undulations
Li, Hong. "Experimental micromechanics of composite buckling strength". Thesis, Georgia Institute of Technology, 1988. http://hdl.handle.net/1853/11719.
Texto completoSchleyer, Graham Klaus. "Buckling of tank roofs : a buckling analysis and experimental investigation of storage tank domed roofs". Thesis, University of Strathclyde, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.362804.
Texto completoEryasar, Mehmet Emrah. "Experimental And Numerical Investigation Of Buckling Restrained Braces". Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/12610364/index.pdf.
Texto completoRastgar, Agah Mobin. "Material Characterization of Aortic Tissue for Traumatic Injury and Buckling". Diss., Temple University Libraries, 2015. http://cdm16002.contentdm.oclc.org/cdm/ref/collection/p245801coll10/id/324268.
Texto completoPh.D.
While traumatic aortic injury (TAI) and rupture (TAR) continue to be a major cause of morbidity and mortality in motor vehicle accidents, its underlying mechanisms are still not well understood. Different mechanisms such as increase in intraluminal pressure, relative movement of aorta with respect to mediastinal structures, direct impact to bony structures have been proposed as contributing factors to TAI/TAR. At the tissue level, TAI is assumed to be the result of a complex state of supra-physiological, high rate, and multi-axial loading. A major step to gain insight into the mechanisms of TAI is a characterization of the aortic tissue mechanical and failure properties under loading conditions that resemble traumatic events. While the mechanical behavior of arteries in physiological conditions have been investigated by many researchers, this dissertation was motivated by the scarcity of reported data on supra-physiological and high rate loading conditions of aorta. Material properties of the porcine aortic tissue were characterized and a Fung-type constitutive model was developed based on ex-vivo inflation-extension of aortic segments with intraluminal pressures covering a range from physiological to supra-physiological (70 kPa). The convexity of the material constitutive model was preserved to ensure numerical stability. The increase in ë_è from physiological pressure (13 kPa) to 70 kPa was 13% at the outer wall and 22% at the inner wall while in this pressure range, the longitudinal stretch ratio ë_z increased 20%. A significant nonlinearity in the material behavior was observed as in the same pressure range, the circumferential and longitudinal Cauchy stresses at the inner wall were increased 16 and 18 times respectively. The effect of strain-rate on the mechanical behavior and failure properties of the tissue was characterized using uniaxial extension experiments in circumferential and longitudinal directions at nominal strain rates of 0.3, 3, 30 and 400 s-1. Two distinct states of failure initiation (FI) and ultimate tensile strength (UTS) were identified at both directions. Explicit direct relationships were derived between FI and UTS stresses and strain rate. On the other hand, FI and UTS strains were rate independent and therefore strain was proposed as the main mechanism of failure. On average, engineering strain at FI was 0.85±0.03 for circumferential direction and 0.58±0.02 for longitudinal direction. The engineering strain at UTS was not different between the two directions and reached 0.89±0.03 on average. Tissue pre-failure linear moduli showed an average of 60% increase over the range of strain rates. Using the developed material model, mechanical stability of aorta was studied by varying the loading parameters for two boundary conditions, namely pinned-pinned boundary condition (PPBC) and clamped-clamped boundary condition (CCBC). The critical pressure for CCBC was three times higher than PPBC. It was shown that the relatively free segment of aorta at the isthmus region may become unstable before reaching the peak intraluminal pressures that occur during a trauma. The mechanical instability mechanism was proposed as a contributing factor to TAI, where elevations in tissue stresses and strains due to buckling may increase the risk of injury.
Temple University--Theses
Markiz, Nizar. "Experimental Investigation of Lateral Torsional Buckling of Gerber Frames". Thèse, Université d'Ottawa / University of Ottawa, 2011. http://hdl.handle.net/10393/20051.
Texto completoBerrada, Kamal. "An experimental investigation of the plastic buckling of aluminum plates /". Thesis, McGill University, 1985. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=63160.
Texto completoLibros sobre el tema "Buckling experiments"
Johann, Arbocz y Weller T, eds. Buckling experiments: Experimental methods in buckling of thin-walled structures. Chichester: Wiley, 1998.
Buscar texto completoG, Falzon B. y Aliabadi M. H, eds. Buckling and post buckling structures: Experimental, analytical and numerical studies. London: Imperial College Press, 2008.
Buscar texto completo1928-, Florence Alexander L., ed. Dynamic pulse buckling: Theory and experiment. Dordrecht: M. Nijhoff, 1987.
Buscar texto completoLindberg, Herbert E. Dynamic Pulse Buckling: Theory and Experiment. Dordrecht: Springer Netherlands, 1987.
Buscar texto completo1923-, Singer Josef y Elishakoff Isaac, eds. Buckling of structures: Theory and experiment : the Josef Singer anniversary volume. Amsterdam: Elsevier, 1988.
Buscar texto completoPegg, Neil G. Experimental determination of interframe buckling of a ring stiffened cylinder. Dartmouth, N.S: Defence Research Establishment Atlantic, 1989.
Buscar texto completoGur, J. Ari. Experimental studies with metal plates subjected to inplane axial impact. Haifa: Technion Israel Institute of Technology, 1985.
Buscar texto completoW, Hyer M., Starnes James H y United States. National Aeronautics and Space Administration., eds. Numerical and experimental investigation of the bending response of thin-walled composite cylinders. Blacksburg, Va: College of Engineering, Virginia Polytechnic Institute and State University, 1993.
Buscar texto completoFacility, Dryden Flight Research, ed. A comparison of experimental and calculated thin-shell leading-edge buckling due to thermal stress. Edwards, Calif: National Aeronautics and Space Administration, Ames Research Center, Dryden Flight Research Facility, 1988.
Buscar texto completoFacility, Dryden Flight Research, ed. A comparison of experimental and calculated thin-shell leading-edge buckling due to thermal stress. Edwards, Calif: National Aeronautics and Space Administration, Ames Research Center, Dryden Flight Research Facility, 1988.
Buscar texto completoCapítulos de libros sobre el tema "Buckling experiments"
Martin, Katharina, Dennis Daub, Burkard Esser, Ali Gülhan y Stefanie Reese. "Numerical Modelling of Fluid-Structure Interaction for Thermal Buckling in Hypersonic Flow". En 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.
Texto completoParlapalli, Madusudhanan R., Kwok C. Soh y Dong Wei Shu. "Delamination Buckling of Kevlar and Twaron Stitched Glass\Epoxy Composite Laminates by Experiments". En Solid State Phenomena, 109–14. Stafa: Trans Tech Publications Ltd., 2008. http://dx.doi.org/10.4028/3-908451-50-7.109.
Texto completoYarin, A. L. "Bending and Buckling Instabilities of Free Liquid Jets: Experiments and General Quasi-One-Dimensional Model". En Handbook of Atomization and Sprays, 55–73. Boston, MA: Springer US, 2010. http://dx.doi.org/10.1007/978-1-4419-7264-4_2.
Texto completoChrysanidis, Theodoros y Vassilis Panoskaltsis. "Numerical Study of the Tensile Experiments Modelling the Elongation Degree of Highly-Reinforced Extreme Edges of Seismic Walls for Studying the Transverse Buckling Phenomenon". En Lecture Notes in Civil Engineering, 119–30. Singapore: Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-6932-3_11.
Texto completoLee, Seung Sik, Soon Jong Yoon y Sung Yong Back. "Buckling of Composite Thin-Walled Members". En Experimental Mechanics in Nano and Biotechnology, 1733–36. Stafa: Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-415-4.1733.
Texto completoWang, Hongtao y James G. A. Croll. "Buckling Design Optimisation of Fibre Reinforced Polymer Shells Using Lower Bound Post-Buckling Capacities". En Experimental Analysis of Nano and Engineering Materials and Structures, 787–88. Dordrecht: Springer Netherlands, 2007. http://dx.doi.org/10.1007/978-1-4020-6239-1_391.
Texto completoRothe, Jörg y Lena Schend. "Control Complexity in Bucklin, Fallback, and Plurality Voting: An Experimental Approach". En Experimental Algorithms, 356–68. Berlin, Heidelberg: Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-30850-5_31.
Texto completoLiu, Cai Hua, Z. H. Ye, Cong Xin Chen, Xia Ting Feng, Q. Shen y G. F. Xiao. "Mechanical Analysis of Buckling Failure of Bedding Rock Slopes". En Experimental Mechanics in Nano and Biotechnology, 1125–28. Stafa: Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-415-4.1125.
Texto completoWaeckel, Nicolas, Jean-François Jullien y Alain Kabore. "Buckling of Axially Compressed Imperfect Cylinders and Ring Stiffened Cylinders Under External Pressure". En Experimental Stress Analysis, 123–32. Dordrecht: Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-009-4416-9_14.
Texto completoCapozucca, R., E. Magagnini y M. V. Vecchietti. "Delamination Buckling of FRP: Experimental Tests and Theoretical Model". En Lecture Notes in Mechanical Engineering, 753–66. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-8331-1_59.
Texto completoActas de conferencias sobre el tema "Buckling experiments"
Jacquet, Nicolas, Nicolas Tardif, Thomas Elguedj y Christophe Garnier. "Elasto-Visco-Plastic Buckling of Thick Anisotropic Shells: Numerical Buckling Predictions and Experiments". En ASME 2020 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/pvp2020-21491.
Texto completoPoelma, R. H., H. Sadeghian, Sau Koh y G. Q. Zhang. "Buckling analysis of carbon nanotubes and the influence of defect position". En Multi-Physics Simulation and Experiments in Microelectronics and Microsystems (EuroSimE). IEEE, 2011. http://dx.doi.org/10.1109/esime.2011.5765864.
Texto completoBartram, Gregory W., Ricardo A. Perez, Richard Wiebe y Benjamin P. Smarslok. "Uncertainty Quantification of State Boundaries in Thin Beam Buckling Experiments". En 17th AIAA Non-Deterministic Approaches Conference. Reston, Virginia: American Institute of Aeronautics and Astronautics, 2015. http://dx.doi.org/10.2514/6.2015-1819.
Texto completoTsumoto, Koji, Hiroshi Yabuno y Nobuharu Aoshima. "Stabilization of a Buckled Beam by High-Frequency Excitation: Linear Analysis and Experiments". En ASME 2005 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2005. http://dx.doi.org/10.1115/detc2005-84947.
Texto completoCheng, Hang Shawn, Jian Cao y Hui-Ping Wang. "Experimental and Numerical Analysis of the Buckling and Post-Buckling Phenomenon in the Yoshida Test". En ASME 2006 International Manufacturing Science and Engineering Conference. ASMEDC, 2006. http://dx.doi.org/10.1115/msec2006-21029.
Texto completoChen, Y., R. A. Zimmer, J. G. de Oliveira y H. Y. Jan. "Buckling and Ultimate Strength of Stiffene~ Cylinders: Model Experiments and Strength Formulations". En Offshore Technology Conference. Offshore Technology Conference, 1985. http://dx.doi.org/10.4043/4853-ms.
Texto completoJo, Byeongnam, Koji Okamoto y Naoto Kasahara. "Creep Buckling and Post Buckling Behaviors of Stainless Steel Tube Columns Under External Pressure at Extremely High Temperatures". En ASME 2016 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/pvp2016-63226.
Texto completoFatemi, Ali, Shawn Kenny, Millan Sen, Joe Zhou, Farid Taheri y Michael Paulin. "Investigations on the Local Buckling Response of High Strength Linepipe". En 2008 7th International Pipeline Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/ipc2008-64407.
Texto completoDeng, Shiguang y Krishnan Suresh. "Topology Optimization Under Linear Thermo-Elastic Buckling". En ASME 2016 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/detc2016-59408.
Texto completoLarson, Reid A. y George Bibel. "Experimental and Analytical Evaluation of Buckling Forces of a Spiral Wound Flexible Gasket". En ASME 2005 Pressure Vessels and Piping Conference. ASMEDC, 2005. http://dx.doi.org/10.1115/pvp2005-71401.
Texto completoInformes sobre el tema "Buckling experiments"
Purasinghe, Rupasiri. Experimental determination of post-buckling performance of steel angles. Portland State University Library, enero de 2000. http://dx.doi.org/10.15760/etd.3156.
Texto completoHUYNH, Le Anh Thi, Cao Hung PHAM y Kim J. R. RASMUSSEN. EXPERIMENTAL INVESTIGATION OF COLD-ROLLED ALUMINIUM ALLOY 5052-H36 BEAMS UNDERGOING LOCAL BUCKLING. The Hong Kong Institute of Steel Construction, diciembre de 2018. http://dx.doi.org/10.18057/icass2018.p.118.
Texto completoPham, Ngoc Hieu, Cao Hung Pham y Kim J. R. Rasmussen. EXPERIMENTAL INVESTIGATION OF THE MEMBER BUCKLING OF COLD-ROLLED ALUMINIUM ALLOY 5052 CHANNEL COLUMNS. The Hong Kong Institute of Steel Construction, diciembre de 2018. http://dx.doi.org/10.18057/icass2018.p.111.
Texto completoHoffman, E. L. y D. J. Ammerman. Dynamic pulse buckling of cylindrical shells under axial impact: A comparison of 2D and 3D finite element calculations with experimental data. Office of Scientific and Technical Information (OSTI), abril de 1995. http://dx.doi.org/10.2172/90744.
Texto completoEXPERIMENTAL BEHAVIOR AND DESIGN OF RECTANGULAR CONCRETE-FILLED TUBULAR BUCKLING-RESTRAINED BRACES. The Hong Kong Institute of Steel Construction, diciembre de 2021. http://dx.doi.org/10.18057/ijasc.2021.17.4.5.
Texto completoMECHANICAL BEHAVIOR AND CATENARY ACTION OF RESTRAINED STEEL BEAM UNDER FIRE. The Hong Kong Institute of Steel Construction, septiembre de 2021. http://dx.doi.org/10.18057/ijasc.2021.17.3.8.
Texto completoBUCKLING BEHAVIOR OF A WHEEL COUPLER HIGH-FORMWORK SUPPORT SYSTEM BASED ON SEMI-RIGID CONNECTION JOINTS. The Hong Kong Institute of Steel Construction, marzo de 2022. http://dx.doi.org/10.18057/ijasc.2022.18.1.1.
Texto completoEXPERIMENTAL STUDY ON INTERACTION OF DISTORTIONAL AND GLOBAL BUCKLING OF STAINLESS STEEL LIPPED CHANNEL COLUMNS. The Hong Kong Institute of Steel Construction, junio de 2023. http://dx.doi.org/10.18057/ijasc.2023.19.2.7.
Texto completoHYSTERETIC PERFORMANCE OF WEAK-AXIS CONNECTION WITH I-SHAPED PLATES IN STEEL FRAME. The Hong Kong Institute of Steel Construction, septiembre de 2021. http://dx.doi.org/10.18057/ijasc.2021.17.3.1.
Texto completoEXPERIMENTAL STUDY ON BEHAVIOR OF THE GUSSET-PLATE JOINT OF ALUMINUM ALLOY PORTAL FRAME. The Hong Kong Institute of Steel Construction, agosto de 2022. http://dx.doi.org/10.18057/icass2020.p.257.
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