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Reduction of fire spalling in high-performance concrete by means of superabsorbent polymers and polypropylene fibers: Small scale fire tests of carbon fiber reinforced plastic-prestressed self-compacting concrete
Affiliation:1. Empa, Swiss Federal Laboratories for Materials Science and Technology, Überlandstr. 129, 8600 Dübendorf, Switzerland;2. Institute for Building Materials (IfB), ETH Zurich, Schafmattstr. 6, 8093 Zurich, Switzerland;1. Department of Architecture, Built Environment and Construction Engineering, Politecnico di Milano, Italy;2. School of Civil, Environmental and Mining Engineering, University of Adelaide, South Australia 5005, Australia;1. School of Engineering, The University of Edinburgh, UK;2. Empa, Swiss Federal Laboratories for Material Science and Technology, Switzerland
Abstract:High-performance concrete (HPC) is prone to explosive spalling when exposed to fire, which may lead to failure of the concrete elements. Polypropylene fibers (PP) are often added to HPC, as upon their melting they create channels through which water vapor is evacuated, preventing the build-up of high vapor pressures. In self-compacting HPC (HPSCC), the amount of PP fibers needs to be limited in order to keep the self-compacting properties, which may reduce the fire resistance.In this paper, a novel strategy to reduce fire spalling in HPSCC is illustrated, based on adding small particles of superabsorbent polymers (SAP) during mixing. The SAP end up as empty macropores, similar to air voids, in the HPSCC matrix. The PP fibers-SAP voids system percolates at a lower fiber loading than the fibers alone, allowing maintenance of the self-compacting properties while reducing substantially the fire spalling. In particular, in this paper it is shown how addition of SAP is able to reduce fire spalling in thin-walled HPSCC slabs prestressed with carbon fibre reinforced plastic reinforcement.
Keywords:High-performance concrete  Self-compacting concrete  Fire spalling  Superabsorbent polymers  Polypropylene fibers  Prestressed concrete  Carbon fibre reinforced plastic reinforcement
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