Mechanical behavior of circular and square concrete filled steel tube stub columns under local compression
| Data(s) |
01/09/2015
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| Resumo |
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. |
| Formato |
application/pdf |
| Identificador | |
| Publicador |
Elsevier |
| Relação |
http://eprints.qut.edu.au/84583/1/Mechanical%20behavior%20of%20circular%20and%20square%20concrete%20filled%20steel%20tube%20stub%20columns%20under%20local%20compression-Accepted%20version.pdf DOI:10.1016/j.tws.2015.04.020 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. |
| Direitos |
Copyright 2015 Elsevier Licensed under the Creative Commons Attribution; Non-Commercial; No-Derivatives 4.0 International:10.1016/j.tws.2015.04.020 |
| Fonte |
School of Civil Engineering & Built Environment; Institute for Future Environments; Science & Engineering Faculty |
| Palavras-Chave | #090506 Structural Engineering #Concrete filled steeltube #Local compression #Finite element #Ultimate bearingcapacity |
| Tipo |
Journal Article |
