Original paper
Behaviour of the Tubular Columns Filled by Concrete Subjected to Buckling Compression
Abstract
This paper deals with the possibility of using high strength concrete in steel tubular columns filled with concrete subjected to compression. The effect of concrete strength on buckling resistance of the composite columns is investigated. The behaviour of the compressed tubes filled by high strength concrete is compared with that filled by normal strength concrete. The combination of circular tubes and high-strength concrete seems to be an...
Paper Details
Title
Behaviour of the Tubular Columns Filled by Concrete Subjected to Buckling Compression
Published Date
Jan 1, 2012
Journal
Volume
40
Pages
68 - 73
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Notes
History