Dissertations / Theses on the topic 'Interaction buckling'
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Niu, Shuang. "Interaction Buckling of Cold-Formed Stainless Steel Beams." Thesis, The University of Sydney, 2014. http://hdl.handle.net/2123/11541.
Full textPinna, 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.
Full textBecque, 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.
Full textBecque, Jurgen. "The interaction of local and overall buckling of cold-formed stainless steel columns." University of Sydney, 2008. http://hdl.handle.net/2123/3772.
Full textAbstract: 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.
Full textLane, 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.
Full textThorpe, 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.
Full textYap, 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.
Full textYidris, 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.
Full textYANG, 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.
Full textZhang, Tianqi, and Chetan Bhandare. "Numerical Investigations on theBuckling Characteristics andAnalysis of Deformation andStress of Brush Seals." Thesis, Blekinge Tekniska Högskola, Institutionen för maskinteknik, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:bth-15669.
Full textSmith, Joshua Gabriel. "Loosely Coupled Hypersonic Airflow Simulation over a Thermally Deforming Panel with Applications for a POD Reduced Order Model." Miami University / OhioLINK, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=miami1501161884638821.
Full textSirivolu, Dushyanth. "Marine Composite Panels under Blast Loading." University of Akron / OhioLINK, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=akron1467993101.
Full textLee, Jung Hoon. "Local buckling behaviour and design of cold-formed steel compression members at elevated temperatures." Thesis, Queensland University of Technology, 2004. https://eprints.qut.edu.au/15972/1/Jung_Hoon_Lee_Thesis.pdf.
Full textLee, Jung Hoon. "Local buckling behaviour and design of cold-formed steel compression members at elevated temperatures." Queensland University of Technology, 2004. http://eprints.qut.edu.au/15972/.
Full textPerera, Nilakshi. "Structural behaviour and design of innovative hollow flange steel plate grinders." Thesis, Queensland University of Technology, 2018. https://eprints.qut.edu.au/123310/1/Liyanage%20Nilakshi%20Piyahasi_Perera_Thesis.pdf.
Full textMiri, Amin. "Mitigating severity of longitudinal interaction of rail-track-bridge system in transition zones for safer trains." Thesis, Queensland University of Technology, 2022. https://eprints.qut.edu.au/236242/1/Amin%2BMiri%2BThesis%282%29.pdf.
Full textTran, Dinh Cuong. "Interaction rupture-flambage, le cas du "splitting" de tube métallique : approche expérimentale et numérique." Phd thesis, INSA de Lyon, 2012. http://tel.archives-ouvertes.fr/tel-00825603.
Full textSurano, Dominic E. "The Effectiveness of Damage Arrestment Devices in Delaying Fastener-Hole Interaction Failures in Carbon Fiber Polyurethane Foam Composite Sandwich Panels Subjected to Static and Dynamic Loading Under Increased Temperatures." DigitalCommons@CalPoly, 2010. https://digitalcommons.calpoly.edu/theses/436.
Full textCai, Junle. "Interactive Buckling and Post-Buckling Studies of Thin-Walled Structural Members with Generalized Beam Theory." Diss., Virginia Tech, 2017. http://hdl.handle.net/10919/75055.
Full textPh. D.
da, Silva Luis Alberto Proenca Simoes. "Modal interactions in bending and buckling of sandwich structures." Thesis, Imperial College London, 1989. http://hdl.handle.net/10044/1/47662.
Full textBai, Li. "Interactive buckling in thin-walled I-section struts." Thesis, Imperial College London, 2014. http://hdl.handle.net/10044/1/25003.
Full textDa, Silva André. "Flambage de coques cylindriques minces sous chargements combinés : pression interne, compression, flexion et cisaillement." Phd thesis, INSA de Lyon, 2011. http://tel.archives-ouvertes.fr/tel-00782117.
Full textGhosh, Biswarup. "Consequences of Simultaneous Local and Overall Buckling in Stiffened Panels." Thesis, Virginia Tech, 2003. http://hdl.handle.net/10919/31803.
Full textMaster of Science
Liu, Elizabeth Long. "Interactive buckling in thin-walled I-section struts of uniform thickness." Thesis, Imperial College London, 2016. http://hdl.handle.net/10044/1/43960.
Full textMaria, Joseph Amal Jerald Joseph. "Directional Actuation Induced by Interactive Buckling in Slender Structures with Imperfections." The Ohio State University, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=osu1555525058577127.
Full textTrouncer, Adam Nevil. "Steel storage racks with locally unstable members." Thesis, The University of Sydney, 2014. http://hdl.handle.net/2123/11814.
Full textHirst, Paul B. "Buckling behaviour of slender structural elements under interactive axial static and cyclic loading." Thesis, Sheffield Hallam University, 1987. http://shura.shu.ac.uk/19797/.
Full textPokharel, Narayan. "Behaviour and design of sandwich panels subject to local buckling and flexural wrinkling effects." Thesis, Queensland University of Technology, 2003. https://eprints.qut.edu.au/15890/1/Narayan_Pokharel_Thesis.pdf.
Full textPokharel, Narayan. "Behaviour and Design of Sandwich Panels Subject to Local Buckling and Flexural Wrinkling Effects." Queensland University of Technology, 2003. http://eprints.qut.edu.au/15890/.
Full textErik, Johansson. "Molecular Interactions in Thin Films of Biopolymers, Colloids and Synthetic Polyelectrolytes." Doctoral thesis, KTH, Fiberteknologi, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-41023.
Full textQC 20110923
Pevner, Jan. "Nadzemní parkovací dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226965.
Full textFerencz, Balázs. "Nosná železobetonová konstrukce objektu administrativní budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226920.
Full textGuidetti, Giulia. "Cellulose photonics : designing functionality and optical appearance of natural materials." Thesis, University of Cambridge, 2018. https://www.repository.cam.ac.uk/handle/1810/277918.
Full textAbdel-Rahim, Abdel-Rahim Badawy. "Effect of web-flange interaction on the buckling behaviour of slender girders." 1996. http://hdl.handle.net/1993/19091.
Full textΜπουρνάς, Διονύσιος. "Ενίσχυση υποστυλωμάτων οπλισμένου σκυροδέματος με νέα υλικά : ινοπλέγματα ανόργανης μήτρας, οπλισμοί σύνθετων υλικών." Thesis, 2008. http://nemertes.lis.upatras.gr/jspui/handle/10889/1579.
Full textThe effectiveness of a new structural material, namely Textile-Reinforced Mortar (TRM), was investigated experimentally in this PhD Thesis as a means of confining old-type reinforced concrete (RC) columns with limited capacity due to bar buckling or due to bond failure at lap splice regions. Comparisons with equal stiffness and strength fiber-reinforced polymer (FRP) jackets allow for the evaluation of the effectiveness of TRM versus FRP. Tests were carried out on nearly full scale non-seismically detailed RC columns subjected to cyclic uniaxial flexure under constant axial load. Thirteen cantilever-type specimens with either continuous or lap-spliced deformed longitudinal reinforcement at the floor level were constructed and tested. Experimental results indicated that TRM jacketing is quite effective as a means of increasing the cyclic deformation capacity of old-type RC columns with poor detailing, by delaying bar buckling and by preventing splitting bond failures in columns with lap-spliced bars. Compared with their FRP counterparts, the TRM jackets used in this study were found to be equally effective in terms of increasing both the strength and deformation capacity of the retrofitted columns. From the response of specimens tested in this study, it can be concluded that TRM jacketing is an extremely promising solution for the confinement of RC columns, including poorly detailed ones with or without lap splices in seismic regions. Moreover this PhD Thesis presents the results of a large-scale experimental program aiming to study the behavior of RC columns under simulated seismic loading, strengthened in flexure (of crucial importance in capacity design) with different types and configurations of near-surface mounted (NSM) reinforcing materials. The role of different parameters is examined, by comparison of the lateral load versus displacement response characteristics (peak force, drift ratios, energy dissipation, stiffness). Those parameters were as follows: carbon or glass fiber-reinforced polymers (FRP) versus stainless steel; configuration and amount of NSM reinforcement; confinement via local jacketing; and type of bonding agent (epoxy resin or mortar). The results demonstrate that NSM FRP or stainless steel reinforcement is a viable solution towards enhancing the flexural resistance of reinforced concrete columns subjected to seismic loads. With proper design, which should combine compulsory NSM reinforcement with local jacketing at column ends, it seems that column strength enhancement does not develop at the expense of low deformation capacity.