Mathematical Modelling of Thin-Walled Cold-Rolled Cross-Section

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The purpose of the paper is to perform a static analysis of a thin-wall cold-rolled steel cross-section of a trapezoidal sheet by means of a mathematical model developed in ANSYS, commercially available software applications. The trapezoidal sheets are used typically as an external cladding which covers the structures of steel halls. Investigating into behaviour of the trapezoidal sheets subjected to extreme loads represents an urgent issue in wind engineering. A physical tension test has been performed in order to verify and confirm the mathematical model. Experiments have been performed to prove results of the static analysis into the behaviour of a load-carrying structure formed by a thin-wall cross-section.

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171-174

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August 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] P. Agel, A. Lokaj and M. Rosmanit, Load bearing capacity tests of mechanical joining on timber-concrete beam, Procedia Engineering. 65 2013 434-439.

DOI: 10.1016/j.proeng.2013.09.068

Google Scholar

[2] M.C.M. Bakker, M. Rosmanit and H. Hofmeyer, Elastic post-buckling analysis of compressed plates using a two-strip model, Thin-Walled Structures. 45 5 (2007) 502-516.

DOI: 10.1016/j.tws.2007.04.006

Google Scholar

[3] I. Balazs, J. Melcher, Geometrically nonlinear numerical analysis of beams of mono symetric thin-walled cross-sections loaded perpendicularly to the plane of symmetry. Transactions of the VSB – Technical University of Ostrava, Civil Engineering Series. Vol. XIII, Issue 2 (2013).

DOI: 10.2478/tvsb-2013-0003

Google Scholar

[4] R. Cajka, M. Krejsa, Validating a computational model of a roof light steel structure by means of a load test, Applied Mechanics and Materials. 501-504 (2014) 592-598.

DOI: 10.4028/www.scientific.net/amm.501-504.592

Google Scholar

[5] R. Cajka, M. Krejsa, Measured data processing in civil structure using the DOProC method, Advanced Materials Research. 859 (2014) 114-121.

DOI: 10.4028/www.scientific.net/amr.859.114

Google Scholar

[6] M. Karmazinova, Lateral flexural-torsion buckling of thin-walled cold-formed steel beams with holes-design resistance evaluation based on test results, Applied Mechanics and Materials. 368-370 (2013) 1683-1687.

DOI: 10.4028/www.scientific.net/amm.368-370.1683

Google Scholar

[7] Z. Kala, J. Kala, Sensitivity analysis of stability problems of steel structures using shell finite elements and nonlinear computation methods. AIP Conference Proceedings. Vol. 1389 (2011), pp.1865-1868.

DOI: 10.1063/1.3636974

Google Scholar

[8] J. Kralik, M. Baran, Numerical analysis of the exterior explosion effects on the buildings with barriers, Applied Mechanics and Materials. 390 (2013) 230-234.

DOI: 10.4028/www.scientific.net/amm.390.230

Google Scholar

[9] M. Krejsa, P. Janas and R. Cajka, Using DOProC method in structural reliability assessment, Applied Mechanics and Materials. 300-301 (2013) 860-869.

DOI: 10.4028/www.scientific.net/amm.300-301.860

Google Scholar

[10] J. Melcer, Experimental testing of a bridge, Applied Mechanics and Materials. 486 (2014) 333-340.

Google Scholar

[11] M. Nagyova, M. Psotny and J. Ravinger, Stability and friction, Pollack Periodica. 5 3 (2010) 63-70.

Google Scholar

[12] O. Sucharda, J. Brozovsky and D. Mikolasek, Numerical modelling and bearing capacity of reinforced concrete beams, Key Engineering Materials. 577-578 (2014) 281-284.

DOI: 10.4028/www.scientific.net/kem.577-578.281

Google Scholar

[13] V. Urban, V. Krivy and L. Fabian, Experimental testing of the weathering steel road bridge in Ostrava, Advanced Materials Research. 849 (2014) 228-233.

DOI: 10.4028/www.scientific.net/amr.849.228

Google Scholar