Experimental Investigations of Concrete Filled Battened Steel Columns of Different Slenderness

Mirosław Siennicki

Abstract

AbstractThe study investigates the axial load behaviour of concrete filled battened steel columns not covered by the design standards. A series of full scale tests on two I-sections connected together with intermediate batten plates and filled with concrete were carried out. The main parameters varied in the tests are length of the members and strength of the concrete filling. One bare steel member was also tested and results were compared with those filled with concrete. The tests results were illustrated by load-strain curves. The main objectives of these tests were twofold: first, to describe behaviour of new steel-concrete columns and second, to analyze the influence of slenderness on load-carrying capacity.
Author Mirosław Siennicki (FCE / ICE)
Mirosław Siennicki,,
- The Institute of Civil Engineering
Journal seriesArchives of Civil Engineering, [Archiwum Inżynierii Lądowej], ISSN 1230-2945, e-ISSN 2300-3103
Issue year2019
Vol65
No4
Pages3-19
Publication size in sheets0.8
Keywords in Englishbattened steel column, concrete filled section, experiment, axial strength, behaviour
ASJC Classification2205 Civil and Structural Engineering
DOIDOI:10.2478/ace-2019-0043
URL https://content.sciendo.com/view/journals/ace/65/4/article-p3.xml
Languageen angielski
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[23003103 - Archives of Civil Engineering] Experimental Investigations of Concrete Filled Battened Steel Columns of Different Slenderness.pdf 626.71 KB
Score (nominal)100
Score sourcejournalList
ScoreMinisterial score = 100.0, 16-06-2020, ArticleFromJournal
Publication indicators WoS Citations = 0; Scopus Citations = 0; Scopus SNIP (Source Normalised Impact per Paper): 2018 = 0.866
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