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| Vol. - No. | Vol.7 - No.4 |
|---|---|
| Date | Dec., 2018 |
| Title | Compressive Behaviour of Geopolymer Concrete-Filled Steel Columns at Ambient and Elevated Temperatures |
| Author | Zhong Tao+, Yi-Fang Cao, Zhu Pan, and Md Kamrul Hassan |
| Institutions | Centre for Infrastructure Engineering, Western Sydney University, Penrith, NSW 2751, Australia |
| Abstract |
Geopolymer concrete (GPC), which is recognised as an environmentally friendly alternative to ordinary Portland cement (OPC) concrete, has been reported to possess high fire resistance. However, very limited research has been conducted to investigate the behaviour of geopolymer concrete-filled steel tubular (GCFST) columns at either ambient or elevated temperatures. This paper presents the compressive test results of a total of 15 circular concrete-filled steel tubular (CFST) stub columns, including 5 specimens tested at room temperature, 5 specimens tested at elevated temperatures and the remaining 5 specimens tested for residual strength after exposure to elevated temperatures. The main variables in the test program include: (a) concrete type; (b) concrete strength; and (c) curing condition of geopolymer concrete. The test results demonstrate that GCFST columns have similar ambient temperature behaviour compared with the conventional CFST counterparts. However, GCFST columns exhibit better fire resistance than the conventional CFST columns. Meanwhile, it is found that the GCFST column made with heat cured GPC has lower strength loss than other columns after exposure to elevated temperatures. The research results highlight the possibility of using geopolymer concrete to improve the fire resistance of CFST columns. |
| Keyword | Concrete-filled steel tubes, Stub columns, Geopolymer concrete, Fire resistance, Residual strength |
| PP. | PP.327~342 |
| Paper File |
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