Effects of uniformly distributed side corrosion on thin-walled open cross-section steel columns

Aniela Glinicka; Cezary Ajdukiewicz; Szymon Imiełowski

doi:10.7409/rabdim.016.016

Published: 2016-12-19

Vol. 15 No. 4 (2016)

Effects of uniformly distributed side corrosion on thin-walled open cross-section steel columns

Aniela Glinicka , Cezary Ajdukiewicz , Szymon Imiełowski

Section: Articles

https://doi.org/10.7409/rabdim.016.016

Abstract

Compressive capacity of the thin-walled steel columns, corroded uniformly over their entire side surface length is analysed in this paper. The thin-walled profile steel columns are often used for bridges, rail and road building constructions. Loss of the profile mass that appears due to corrosion growth reduces the cross-sectional area and influences column compressive capacity. Computational models of the structure are assumed based on the observation of existing corroded columns. The theory of thin-walled profiles is taken for the analysis. Models simulating the walls weakening due to corrosion growth are considered on the example of three thin-walled steel profiles: semi-closed channel section, two semi-closed channel section connected by webs and HKS profiles. Different patterns and degrees of corrosion growth were considered and, as a result, changes of the profile cross-sectional geometry were observed. Theoretical considerations of thin-walled compressed corroded steel columns stability are illustrated by bearing capacity calculations. Geometric cross-sectional characteristics are determined and the system of stability equations is solved. The calculation results are presented in the form of graphs illustrating the effects caused by the geometry change due to corrosion defects. The reduction of column compressive strength in each of the considered case is observed. Moreover a variation of the buckling mode from flexural one into warping is noticed in one of the analysed items. It has been found that more dangerous corrosion growth pattern appears when asymmetric loss of the profile wall thickness arises. That may change the form of buckling from flexural one into warping.

Keywords:

buckling of thin-walled elastic beams, corroded columns subjected to compression, simulation of corroded sections

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Glinicka, A., Ajdukiewicz, C., & Imiełowski, S. (2016). Effects of uniformly distributed side corrosion on thin-walled open cross-section steel columns. Roads and Bridges - Drogi I Mosty, 15(4), 257–270. https://doi.org/10.7409/rabdim.016.016

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References

Roberge P.R.: Corrosion engineering. Principles and Practice. McGraw-Hill, USA, 2008
Google Scholar

Glinicka A., Imiełowski S.: Ocena zmian nośności słupów stalowych w ciągach komunikacyjnych na skutek korozji. Monografia: Aktualne zagadnienia budownictwa komunikacyjnego. Seria Monografie Zakładu Mechaniki Teoretycznej i Mechaniki Nawierzchni Komunikacyjnych, OW PW, Warszawa, 2015, 71-80
Google Scholar

Karagah H., Shi C., Dawood M., Belarbi A.: Experimental investigation of short steel columns with localized corrosion. Thin-Walled Structures, 87, 2015, 191-199
Google Scholar

Rahgozar R.: Remaining capacity assessment of corrosion damaged beams using minimum curves. Journal of Constructional Steel Research, 65, 2009, 299-307
Google Scholar

Beaulieu L.V., Legeron F., Langlois F.: Compression strength of corroded steel angle members. Journal of Constructional Steel Research, 66, 2010, 136-137
Google Scholar

Jelovica J., Romanoff J., Remes H.: Influence of general corrosion on buckling strength of laser-welwed web-core sandwich plate. Journal of Constructional Steel Research, 101, 2014, 342-350
Google Scholar

Glinicka A., Imiełowski S.: Wpływ zmiany przekroju poprzecznego skorodowanych prętów ściskanych na nośność. Logistyka, 4, 2015, 3411-3416
Google Scholar

Kashani M.M., Crewe A.J., Alexander N.A.: Nonlinear stress-strain behavior of corrosion-damages reinforcing bar including inelastic buckling. Engineering Structures, 48, 2013, 417-429
Google Scholar

Glinicka A., Kruk M.: Analiza eksperymentalna wyboczenia niesprężystego prętów stalowych poddanych korozji w komorze mgły solnej. Roads and Bridges - Drogi i Mosty, 9, 3, 2010, 5-22
Google Scholar

Glinicka A., Imiełowski S., Ajdukiewicz C.: Influence of uniformly distributed corrosion on the compressive capacity of selected thin walled metal columns. Procedia Engineering, 111C, 2015, 262-268
Google Scholar

Bień J.: Modelowanie obiektów mostowych w procesie ich eksploatacji. OW Politechniki Wrocławskiej, Wroc- ław, 2002
Google Scholar

Jastrzębski P., Mutermilch J., Orłowski W.: Wytrzymałość Materiałów, 2. Arkady, Warszawa, 1986
Google Scholar

Kollbrunner C.F., Hajdin N.: Dünnwandige Stäbe. Band 1. Springer – Verlag, Berlin Heidelberg, New York, 1972
Google Scholar

Yu W.W., LaBoube R.A.: Cold-Formed Steel Design. John Wiley & Sons, Hoboken, NJ, 2010
Google Scholar

Biegus A.: Nośność graniczna stalowych konstrukcji prętowych. PWN, Warszawa - Wrocław, 1997
Google Scholar

Bień J.: Uszkodzenia i diagnostyka obiektów mostowych. WKŁ, Warszawa, 2010
Google Scholar

Lutes L.D., Kohutek T.L., Ellison B.K., Konen K.F.: Assessing the compressive strength of corroded tubular members. Applied Ocean Research, 23, 2001, 263-268
Google Scholar

Aniela Glinicka

A.Glinicka@il.pw.edu.pl

Affiliation:

Warsaw University of Technology, Faculty of Civil Engineering, Al. Armii Ludowej 16, 00-637 Warsaw

Cezary Ajdukiewicz

Affiliation:

Warsaw University of Technology, Faculty of Civil Engineering, Al. Armii Ludowej 16, 00-637 Warsaw

Szymon Imiełowski

Affiliation:

Warsaw University of Technology, Faculty of Building Services, Hydro and Environmental Engineering, ul. Nowowiejska 20, 00-653 Warsaw

Effects of uniformly distributed side corrosion on thin-walled open cross-section steel columns

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