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

Aniela Maria Glinicka , Cezary Witold Ajdukiewicz , Szymon Imiełowski


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
Author Aniela Maria Glinicka (FCE / ICE)
Aniela Maria Glinicka,,
- The Institute of Civil Engineering
, Cezary Witold Ajdukiewicz (FCE / ICE)
Cezary Witold Ajdukiewicz,,
- The Institute of Civil Engineering
, Szymon Imiełowski (FEE / DHEH)
Szymon Imiełowski,,
- Department of Hydraulic Engineering and Hydraulics
Journal seriesDrogi i Mosty, ISSN 1643-1618, e-ISSN 2449-769X
Issue year2016
Publication size in sheets0.65
Keywords in Polishsymulacja korozji przekrojów, skorodowane słupy ściskane
Keywords in Englishbuckling of thin-walled elastic beams, corroded columns subjected to compression, simulation of corroded sections
ASJC Classification2205 Civil and Structural Engineering
Abstract in PolishPrzedstawiono analizę zagadnienia nośności osiowo ściskanych cienkoœśiennych stalowych słupów, skorodowanych równomiernie na powierzchni na całej ich długoœci.
Languageen angielski
effects.pdf 2.41 MB
Score (nominal)11
Score sourcejournalList
ScoreMinisterial score = 11.0, 12-06-2020, ArticleFromJournal
Ministerial score (2013-2016) = 11.0, 12-06-2020, ArticleFromJournal
Publication indicators WoS Citations = 1; Scopus Citations = 3; GS Citations = 5.0; Scopus SNIP (Source Normalised Impact per Paper): 2016 = 0.761
Citation count*5 (2020-08-24)
Share Share

Get link to the record

* presented citation count is obtained through Internet information analysis and it is close to the number calculated by the Publish or Perish system.
Are you sure?