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  • Czech Technical University in Prague
  • Faculty of Civil Engineering
  • Department of Steel and Timber Structures
  • Master Theses - 11134
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Experimental Investigations on Welded Built-Up Cold-Formed Steel Beams

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

Type of document
diplomová práce
master thesis
Author
Nguyen Thai Hoang
Supervisor
Ungureanu Viorel
Opponent
Dinu Florea
Field of study
Sustainable Constructions under Natural Hazards and Catastrophic Events
Study program
Civil Engineering
Institutions assigning rank
katedra ocelových a dřevěných konstrukcí
Defended
2018-02-12



Rights
A 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.html
Vysokoškolská 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.html
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Abstract
The 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.
 
The 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.
 
URI
http://hdl.handle.net/10467/78299
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