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Experimental Investigations on Welded Built-Up Cold-Formed Steel Beams



dc.contributor.advisorUngureanu Viorel
dc.contributor.authorNguyen Thai Hoang
dc.date.accessioned2018-07-02T11:04:04Z
dc.date.available2018-07-02T11:04:04Z
dc.date.issued2018-02-12
dc.identifierKOS-779034218305
dc.identifier.urihttp://hdl.handle.net/10467/78299
dc.description.abstractThe present thesis is dedicated to investigate the behaviour of cold-formed steel beams with composite section made of corrugated steel sheets for the web and thin-walled cold-formed steel profiles for the flanges, connected by spot-welding or CMT (Cold metal transfer) welding in the framework of the WELLFORMED research project, taking place at the Research Center CEMSIG of the Politehnica University of Timişoara. It consists of two parts, ?Experimental tests? and ?Numerical simulation?. At first, the tests on small flat specimens subjected to the shear, is executed to see the real properties of material. Then experimental programme continues with specimens, composed of two layers of steel sheets and connected by spot welding or CMT welding in order to comprehend and characterize the behavior of these types of joints. The resistance of the joints is calculated by applying the formulae in chapter 8.4 and 8.5 of Eurocode 1993-1-3. And the comparison between the theoritical results and the actual results from the test is implemented. After that, the experimental programme is applied on five full-scale beams in order to demonstrate the feasibility of the proposed solution and to evaluate their performances. Within the framework of the thesis, three out of five beams are performed the test in laboratory due to the limitation of time. In the second part, the finite element software ABAQUS version 6.14 is used to make the numerical simulation to optimize the details of the connections and the parameterization of the solution, respectively.As a general conclusion based on the current study, the results are encouraging and demonstrating the potential of this solution for standardization and industrial manufacturing.cze
dc.description.abstractThe present thesis is dedicated to investigate the behaviour of cold-formed steel beams with composite section made of corrugated steel sheets for the web and thin-walled cold-formed steel profiles for the flanges, connected by spot-welding or CMT (Cold metal transfer) welding in the framework of the WELLFORMED research project, taking place at the Research Center CEMSIG of the Politehnica University of Timişoara. It consists of two parts, ?Experimental tests? and ?Numerical simulation?. At first, the tests on small flat specimens subjected to the shear, is executed to see the real properties of material. Then experimental programme continues with specimens, composed of two layers of steel sheets and connected by spot welding or CMT welding in order to comprehend and characterize the behavior of these types of joints. The resistance of the joints is calculated by applying the formulae in chapter 8.4 and 8.5 of Eurocode 1993-1-3. And the comparison between the theoritical results and the actual results from the test is implemented. After that, the experimental programme is applied on five full-scale beams in order to demonstrate the feasibility of the proposed solution and to evaluate their performances. Within the framework of the thesis, three out of five beams are performed the test in laboratory due to the limitation of time. In the second part, the finite element software ABAQUS version 6.14 is used to make the numerical simulation to optimize the details of the connections and the parameterization of the solution, respectively. As a general conclusion based on the current study, the results are encouraging and demonstrating the potential of this solution for standardization and industrial manufacturing.eng
dc.language.isoENG
dc.publisherČeské vysoké učení technické v Praze. Vypočetní a informační centrum.cze
dc.publisherCzech Technical University in Prague. Computing and Information Centre.eng
dc.rightsA university thesis is a work protected by the Copyright Act. Extracts, copies and transcripts of the thesis are allowed for personal use only and at one?s own expense. The use of thesis should be in compliance with the Copyright Act http://www.mkcr.cz/assets/autorske-pravo/01-3982006.pdf and the citation ethics http://knihovny.cvut.cz/vychova/vskp.htmleng
dc.rightsVysokoškolská závěrečná práce je dílo chráněné autorským zákonem. Je možné pořizovat z něj na své náklady a pro svoji osobní potřebu výpisy, opisy a rozmnoženiny. Jeho využití musí být v souladu s autorským zákonem http://www.mkcr.cz/assets/autorske-pravo/01-3982006.pdf a citační etikou http://knihovny.cvut.cz/vychova/vskp.htmlcze
dc.subjectSpot welding,CMT welding,Corrugated web,built-up beam,cold-formed steel sections,experimental testscze
dc.subjectSpot welding,CMT welding,Corrugated web,built-up beam,cold-formed steel sections,experimental testseng
dc.titleExperimental Investigations on Welded Built-Up Cold-Formed Steel Beamscze
dc.titleExperimental Investigations on Welded Built-Up Cold-Formed Steel Beamseng
dc.typediplomová prácecze
dc.typemaster thesiseng
dc.date.accepted2018-02-12
dc.contributor.refereeDinu Florea
theses.degree.disciplineSustainable Constructions under Natural Hazards and Catastrophic Eventscze
theses.degree.grantorkatedra ocelových a dřevěných konstrukcícze
theses.degree.programmeCivil Engineeringcze


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