Mechanical behavior of circular and square concrete filled steel tube stub columns under local compression
Ding, Fa-Xing, Liu, Jing, Liu, Xuemei, Yu, Zhi-wu, & Li, Da-wen (2015) Mechanical behavior of circular and square concrete filled steel tube stub columns under local compression. Thin-Walled Structures, 94, pp. 155-166.
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This paper presents a combined experimental and numerical study on the behaviour of both circular and square concrete-filled steel tube (CFT) stub columns under local compression. Twelve circular and eight square CFT stub columns were tested to study their bearing capacity and the key influential parameters. A 3D finite element model was established for simulation and parametric study to investigate the structural behaviour of the stub columns. The numerical results agreed well with the experimental results. In addition, analytical formulas were proposed to calculate the load bearing capacity of CFT stub columns under local compression.
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|Item Type:||Journal Article|
|Keywords:||Concrete filled steeltube, Local compression, Finite element, Ultimate bearingcapacity|
|Subjects:||Australian and New Zealand Standard Research Classification > ENGINEERING (090000) > CIVIL ENGINEERING (090500) > Structural Engineering (090506)|
|Divisions:||Current > Schools > School of Civil Engineering & Built Environment
Current > Institutes > Institute for Future Environments
Current > QUT Faculties and Divisions > Science & Engineering Faculty
|Copyright Owner:||Copyright 2015 Elsevier|
|Copyright Statement:||Licensed under the Creative Commons Attribution; Non-Commercial; No-Derivatives 4.0 International:10.1016/j.tws.2015.04.020|
|Deposited On:||31 May 2015 23:28|
|Last Modified:||07 Jun 2015 04:33|
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