Description of impact
Fire resistance is defined as the ability of a structure or structural element to maintain structural integrity and load capacity for a sufficient duration of time during a fire situation. Reinforced concrete design standards contain guidelines on minimum section sizes and cover to reinforcement that needs to be provided to achieve a specified fire resistance. Traditionally, concrete has been an attractive option in this regard due to its non-combustible nature and slow rate of heat transfer. However, the fire resistance of new types of concretes may be different from that of conventional concrete structures. Materials and Structures Innovation Group at the University of Western Australia has investigated several new types concretes performance during fire using local materials which the results can be very helpful for cement, concrete and construction industry.Documents & Links
Properties of ambient-cured normal and heavyweight geopolymer concrete exposed to high temperatures
Properties of high-performance self-compacting rubberized concrete exposed to high-temperatures
Predicting the residual bond between concrete and reinforcing GFRP rebars at elevated temperatures
Performance of nano-Silica modiļ¬ed high strength concrete at elevated temperatures
Predicting the bond between concrete and reinforcing steel at elevated temperatures
Constitutive models and relationships for normal and high strength concrete at elevated temperatures
Constitutive relationships for steel fiber reinforced concrete at elevated temperatures
High strength polypropylene fibre reinforcement concrete at high temperature