A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Piezoresistive sensing of cementitious composites reinforced with shape memory alloy, steel, and carbon fibres
Highlights SMA, steel, and carbon fibres have been incorporated into cementitious composites. Fresh, mechanical and piezoresistive behaviour of composites has been investigated. Compressive strength decreased slightly upon adding SMA and steel fibres up 1%. Modulus of rupture of composites increased with increasing fibre content. SMA and steel fibres composites exhibited an irreversible increase in resistivity. 0.6% carbon fibres showed the highest correlation between FCR and compressive strain.
Abstract The piezoresistive behaviour of self-compacting cementitious composites incorporating superelastic nickel-titanium shape memory alloy fibres (SMAFs), steel fibres (SFs), and carbon fibres (CFs) is presented. Piezoresistivity in the cementitious composites allows sensing stress and strain under cyclic compression. The matrix of composites consists of cement, fly ash, ground-granulated blast-furnace slag, and silica fume as the binder and both fine aggregate. Six fibre volume fractions ranging from 0.25% to 1.50% at intervals of 0.25% are considered for SMAFs and SFs while CFs are added at low volume fractions ranging from 0.1% to 0.6% at intervals of 0.1%. First, fresh and mechanical properties of the developed composites are discussed. Then, the piezoresistive sensitivity, repeatability, and gauge factor are analysed under cyclic compressive stress with an amplitude of 10 MPa. Results show noticeable polarisation in composites with SMAFs and SFs, compared to CF reinforced composites. A maximum gauge factor of 935 and the highest correlation coefficient between fractional change in resistivity and compressive strain are obtained for the composite containing 0.6% CFs.
Piezoresistive sensing of cementitious composites reinforced with shape memory alloy, steel, and carbon fibres
Highlights SMA, steel, and carbon fibres have been incorporated into cementitious composites. Fresh, mechanical and piezoresistive behaviour of composites has been investigated. Compressive strength decreased slightly upon adding SMA and steel fibres up 1%. Modulus of rupture of composites increased with increasing fibre content. SMA and steel fibres composites exhibited an irreversible increase in resistivity. 0.6% carbon fibres showed the highest correlation between FCR and compressive strain.
Abstract The piezoresistive behaviour of self-compacting cementitious composites incorporating superelastic nickel-titanium shape memory alloy fibres (SMAFs), steel fibres (SFs), and carbon fibres (CFs) is presented. Piezoresistivity in the cementitious composites allows sensing stress and strain under cyclic compression. The matrix of composites consists of cement, fly ash, ground-granulated blast-furnace slag, and silica fume as the binder and both fine aggregate. Six fibre volume fractions ranging from 0.25% to 1.50% at intervals of 0.25% are considered for SMAFs and SFs while CFs are added at low volume fractions ranging from 0.1% to 0.6% at intervals of 0.1%. First, fresh and mechanical properties of the developed composites are discussed. Then, the piezoresistive sensitivity, repeatability, and gauge factor are analysed under cyclic compressive stress with an amplitude of 10 MPa. Results show noticeable polarisation in composites with SMAFs and SFs, compared to CF reinforced composites. A maximum gauge factor of 935 and the highest correlation coefficient between fractional change in resistivity and compressive strain are obtained for the composite containing 0.6% CFs.
Piezoresistive sensing of cementitious composites reinforced with shape memory alloy, steel, and carbon fibres
Dehghani, Ayoub (author) / Aslani, Farhad (author)
2020-09-17
Article (Journal)
Electronic Resource
English
Piezoresistive Properties of Cementitious Composites Reinforced by PVA Fibres
| Springer Verlag | 2017
Cementitious Composites Reinforced with Natural Fibres
| Springer Verlag | 2017