Effect of curing temperature on the behaviour of UHPFRC at elevated temperatures

•Hot cured UHPFRC spall significantly more than the cold-cured.•Spall fragments from the hot-cured UHPFRC are smaller than the cold-cured.•Unloaded UHPFRC beams spall more than loaded beams.•UHPFRC have high residual strength retention compared to normal strength concrete.•The cold-cured UHPFRC have...

Full description

Saved in:
Bibliographic Details
Published in:Construction & building materials 2018-09, Vol.182, p.670-681
Main Authors: Kahanji, Charles, Ali, Faris, Nadjai, Ali, Alam, Naveed
Format: Article
Language:English
Subjects:
Analysis
Chemical properties
Concrete beams
Curing
Fiber reinforced concrete
Fire resistance
ISO 834
Mechanical properties
Polypropylene fibers
Polypropylene fibres
Residual strength
Spalling
Steel fibres
Thermal properties
Ultra-high performance fibre reinforced concrete
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:•Hot cured UHPFRC spall significantly more than the cold-cured.•Spall fragments from the hot-cured UHPFRC are smaller than the cold-cured.•Unloaded UHPFRC beams spall more than loaded beams.•UHPFRC have high residual strength retention compared to normal strength concrete.•The cold-cured UHPFRC have higher strength retention than the hot-cured specimens. Ultra-high performance fibre reinforced concrete is one of the construction materials that is still in need of more research to evaluate its performance under fire, particularly regarding explosive spalling. In this study, the effect of curing temperature on the fire resilience of ultra-high performance fibre reinforced concrete (UHPFRC) has been tested. In particular, the influence of cold (20 °C) and hot (90 °C) water curing temperatures on the performance of UHPFRC exposed to elevated temperatures has been investigated. Beams, cured in cold water and in hot water were tested under the standard ISO 834 heating regime. The test results showed that the beam cured in hot water spalled significantly more than the beam cured in cold water. The study further investigated the influence of curing temperature on the residual strength of UHPFRC (containing both steel and polypropylene fibres). The cube elements were heated at eight selected temperatures between 200 °C and 900 °C. The cold-cured concrete exhibited higher relative residual strength at all temperatures. The results further showed that UHPFRC have high strength retention up to 600 °C. The residual peak strength for both the cold and the hot-cured occurred at 400 °C.
ISSN:0950-0618
1879-0526
DOI:10.1016/j.conbuildmat.2018.06.163