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The protection and health monitoring of degraded concrete infrastructure required a multifunctional material which possessing good damage tolerance, whilst providing a self-sensing capacity that designed to specifically diagnose cracking. Engineered Cementitious Composites (ECC) presents superb tensile ductility and pseudo strain-hardening property. In this paper, a type of multifunctional ECC incorporating Carbon Black (CB) nano-particles and Air Entraining Agent (AEA) to decrease the bulk resistivity while increasing the tensile strain capacity is studied. The effect of CB particles on the electrical response of ECC, HFA-ECC (high fly ash ECC) and CB-ECC under direct tension was investigated experimentally by four-point probe test. The experimental results showed that the bulk resistivity of all specimens increased with the crack propagation, and the increase ratio in inelastic phase was much higher than that in elastic phase. The Gauge Factor (GF) in the strain-hardening stage was calculated by using the change in bulk resistivity and tensile strain, and the relationship between GF and crack width was also investigated. The combination of CB and AEA obtained the highest sensing ability from elastic stage to first cracking stage, which can determine whether the internal microcracks are generated by the change of the bulk resistivity. [ABSTRACT FROM AUTHOR]

• Post-fire curing of cement composites was notably modified by carbon nanomaterials. • CBN and MWCNT improved rehydration and strength recovery of mortars exposed to 200–400 °C. • Recured nanomodified mortars exposed to 200–400 °C and 600 °C had relative residual factors higher than 85% and 40%, respectively. • Decomposition of CBN and MWCNT after 500 °C decreased strength recovery of rehydrated mortars. Concrete elements exposed to fire can partially recover strength and stiffness if recured in water or in a moist environment. This paper reports a pioneering investigation of the influence of post-fire curing on residual mechanical properties and microstructure of cement mortars containing different concentrations of carbon-black nanoparticles (CBN) or multi-walled carbon nanotubes (MWCNT). A total of 84 specimens were subjected to various maximum exposure temperatures (200, 400, or 600 °C) and post-fire curing (water-recuring for 1 day followed by air-recuring for 27 days). X-ray diffraction (XRD), scanning electron microscopy (SEM), and energy-dispersive spectrometry (EDS) were used to investigate the microstructure of different types of specimens. Experimental tests were carried out to determine the compressive strength, static modulus of elasticity, and dynamic modulus of elasticity of rehydrated specimens. Nanofillers enhanced the strength recovery of composites exposed to temperatures up to 400 °C, since they improved rehydration reactions. In this case, the rehydration process provided values of relative residual strength and elastic modulus factors higher than 85%. Composites containing 0.4% MWCNT and 3% CBN presented the best strength and stiffness recovery. Therefore, small contents of carbon nanomaterials provided additional nucleation sites for dehydration products to sediment and being rehydrated. Moreover, water adsorbed by the nanomaterials during the water-recuring process was used later to provide greater rehydration. Composites containing 1.2% MWCNT and 9% CBN presented lower mechanical properties recovery, as high contents of nanomaterials made it harder for water to reach decomposed C-S-H gel, hindering the development of rehydration reactions. After 600 °C, lower relative residual factors were obtained, but always higher than 40%. It happened because nanofillers were not able to provide those rehydration improvements, since their thermal decomposition started at about 500 °C. [ABSTRACT FROM AUTHOR]

Abstract: The nano-carbon black (NCB) and carbon fiber (CF) as electric conductive materials were added into the concrete. The effect of the NCB and CF on the mechanical properties and on the fractional change in resistance (FCR) of concrete was investigated. The relationships among the FCR, the strain of initial geometrical neutral axis (IGNA) and the beam damage degree were developed. The results showed that the relationship between the FCR and IGNA strain can be described by the First Order Exponential Decay function, and the internal damage of concrete beam was reflected by the relationship between damage degree and resistance. [Copyright &y& Elsevier]