MATEC Web of Conferences
Volume 6, 2013Concrete Spalling due to Fire Exposure: Proceedings of the 3rd International Workshop
|Number of page(s)||9|
|Published online||17 September 2013|
Residual characteristic properties of ternary blended steel fibre reinforced concrete subjected to sustained elevated temperature
1 Structural Engineering Dept, BVM Engineering College, Vallabh Vidyanagar, Anand, Gujarat, India
2 Govt. Engineering College, Devagiri, Haveri, Karnataka, India
To study the behavior of ternary blended steel fibre reinforced concrete when subjected to 800 Deg.C and 1000 Deg.C for 3 hours. It has been found that the ternary blended steel fibre reinforced concrete containing (FA+GGBFS) and (FA+MK) offer higher resistance to sustained elevated temperatures upto 800 Deg.C, where as the blend containing (FA+SF) does not offer any resistance at this temperature. The study reveals that the blend containing (FA+GGBFS) and (FA+MK) gives highest resistance at replacement levels of (10+20) and (15+15) respectively at sustained exposure to 800 Deg.C.
© Owned by the authors, published by EDP Sciences, 2013
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