2022
DOI: 10.3390/fib10060049
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Influence of Different Surfactants on Carbon Fiber Dispersion and the Mechanical Performance of Smart Piezoresistive Cementitious Composites

Abstract: This experimental study presents the effect of different surfactants on micro-scale carbon fiber (CFs) distribution into carbon fiber reinforced cement-based composites (CFRC) in terms of flexural and compressive strength, stiffness, flexural toughness, and strain-sensing ability. Conducting a narrative review of the literature focusing on the fibers’ separation, this paper follows a methodology introducing a combination of mechanical and chemical carbon fibers dispersion, as well as the different mixing proce… Show more

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Cited by 20 publications
(14 citation statements)
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References 54 publications
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“…The characteristic failure modes of the solid bricks during the compression test are shown in Figure 3. Particularly, in Figure 3a-c the failure modes of the vertical specimen with loading direction parallel to the bed joint are depicted where the brittle diagonal cracks forming a cone-shaped fracture mode are visible [16,17]. Furthermore, the cone-shaped failure mode is more prominent with a load direction perpendicular to the long side of the optical brick in the compression test (Figure 3d-f).…”
Section: Evaluation Of Resultsmentioning
confidence: 96%
“…The characteristic failure modes of the solid bricks during the compression test are shown in Figure 3. Particularly, in Figure 3a-c the failure modes of the vertical specimen with loading direction parallel to the bed joint are depicted where the brittle diagonal cracks forming a cone-shaped fracture mode are visible [16,17]. Furthermore, the cone-shaped failure mode is more prominent with a load direction perpendicular to the long side of the optical brick in the compression test (Figure 3d-f).…”
Section: Evaluation Of Resultsmentioning
confidence: 96%
“…The fibre-reinforced concrete under tension has a promising shear response of concrete structural members which is brought by its tensile response. So, fibres have been proved as a promising non-conventional reinforcement in concrete structural elements under shear stresses due to the beneficial cracking performance of fibre-reinforced concrete that could change the brittle shear failures to more ductile and prolonged failures [ [6] , [7] , [8] ]. In cyclic loads, repeated loading reduces the interlocking of aggregates that weaken the compressive behaviour of structural elements under compression.…”
Section: Introductionmentioning
confidence: 99%
“…The mechanical capacities of cementitious composites, such as flexural strength, compressive strength, and toughness, or thermoelectrical properties such as conductivity, are powerfully affected by the additives' dispersion and the pore structure of the material [5,6]. In the pore characterization process, with micro-CT and pore size distribution, the diameter of pores plays a significant role [7] Although conventional volume-based theory considers the perfect spherical morphology according to the maximal ball algorithm, usually characterized by the pore size distribution of the material, these methods provide limitations in relating the anisotropic or heterogeneous pore properties.…”
Section: Introductionmentioning
confidence: 99%