Pregled bibliografske jedinice broj: 1022117
Numerical investigation of built-up cold-formed steel beams connected by spot welding
Numerical investigation of built-up cold-formed steel beams connected by spot welding // 20th IABSE Congress, New York City, 2019 The Evolving Metropolis / McGormley, Jonathan ; Tortorella, Joseph (ur.).
New York (NY): ETH Hönggerberg, CH-8093 Zürich, Switzerland, 2019. str. 1066-1071 doi:10.2749/newyork.2019.1065 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Numerical investigation of built-up cold-formed
steel beams connected by spot welding
Autori
Ungureanu, Viorel ; Lukačević, Ivan ; Both, Ioan ; Burca ; Mircea
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
20th IABSE Congress, New York City, 2019 The Evolving Metropolis
/ McGormley, Jonathan ; Tortorella, Joseph - New York (NY) : ETH Hönggerberg, CH-8093 Zürich, Switzerland, 2019, 1066-1071
ISBN
978-3-85748-165-9
Skup
20th Congress of IABSE: The Evolving Metropolis
Mjesto i datum
Sjedinjene Američke Države, 02.09.2019. - 06.09.2019
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
built-up beams ; cold-formed steel members ; corrugated web ; resistance spot welding ; experimental tests ; parametric numerical studies
Sažetak
Built-up cold-formed steel elements are efficient structural elements, very attractive due to material savings, but also for ease of construction. The connection between the built- up beam components can be easily obtained by screws, but the developments in the welding process also led to other solutions like spot welding. The WELLFORMED research project, conducted within the CEMSIG Research Center of the Politehnica University of Timisoara, proposes to study a new technological solution for built-up beams made of corrugated steel sheets for the web and thin- walled cold-formed steel profiles for the flanges, connected by spot welding. Within the research project, the experimental work included tensile- shear tests on the lap joint welded specimens, where different combinations of steel sheets with various thicknesses were tested and, tests on two full-scale beams in bending. The paper briefly summarizes the results of the experimental program and extends the research by numerical analyses to demonstrate the potential of this solution for standardization and industrial manufacturing. Based on the validation of the numerical model, the paper presents the influence of several parameters i.e.: (1) the initial imperfections, (2) the number and distance between spot welding on flanges, (3) the thickness of the flanges, (4) the thickness of the corrugated web and (5) the thickness of the shear panel. From the parametric study, it results that the bearing capacity of the corrugated web beams made of cold-formed steel components is highly affected by the stability of the components and less affected by the configuration and the number of spot welding.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
