Influence on the Flexural Behaviour of High-Volume Fly-Ash-Based Concrete Slab Reinforced with Sustainable Glass-Fibre-Reinforced Polymer Sheets

Madan, Chinnasamy Samy; Panchapakesan, Krithika; Reddy, Potlapalli Venkata Anil; Joanna, P. S.; Rooby, Jessy; Ananthi, G. Beulah Gnana; Roy, Krishanu

doi:10.3390/jcs6060169

Cited by 31 publications

(9 citation statements)

References 26 publications

(25 reference statements)

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“…SCMs have cementitious properties and are employed as a cement alternative [19,20]. A durable structure with less greenhouse gas emission and with less energy can be obtained by the addition of fly ash to the concrete [21][22][23][24]. Investigations are carried out on SCMs for producing sustainable, eco-friendly concrete.…”

Section: Introductionmentioning

confidence: 99%

Performance of Sustainable Insulated Wall Panels with Geopolymer Concrete

Kanagaraj

Kiran

Gunasekaran³

et al. 2022

Materials

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The increase in the population creates an increased demand for construction activities with eco-friendly, sustainable, and high-performance materials. Insulated concrete form (ICF) is an emerging technology that satisfies the sustainability demands of the construction sector. ICF is a composite material (a combination of expanded polystyrene (EPS) and geopolymer concrete (GPC)) that enhances the performance of concrete (such as thermal insulation and mechanical properties). To investigate the axial strength performance, five different types of prototypes were created and tested. Type I (without reinforcement): (a) hollow EPS without concrete, (b) alternative cells of EPS filled with concrete, (c) and all the cells of EPS filled with concrete; and Type II (with reinforcement): (d) alternative cells of EPS filled with concrete; (e) and all the cells of EPS filled with concrete. Amongst all the five prototypes, two grades of GPC were employed. M15 and M20 grades are used to examine the effectiveness in terms of cost. For comparing the test results, a reference masonry unit was constructed with conventional clay bricks. The main aim of the investigation is to examine the physical and mechanical performance of sandwich-type ICFs. The presence of polystyrene in ICF changes the failure pattern from brittle to ductile. The result from the study reveals that the Type II prototype, i.e., the specimen with all the cells of EPS filled with concrete and reinforcement, possesses a maximum load-carrying capacity greater than the reference masonry unit. Therefore, the proposed ICF is recommended to replace the conventional load-bearing system and non-load-bearing walls.

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Section: Introductionmentioning

confidence: 99%

Performance of Sustainable Insulated Wall Panels with Geopolymer Concrete

Kanagaraj

Kiran

Gunasekaran³

et al. 2022

Materials

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“…Results of 15 push-off tests determined, with a high degree of precision, the longitudinal splitting characteristics of a concrete slab in a novel steelconcrete composite beam with headed shear stud connectors [56]. A durable structure with less greenhouse gas emission and with less energy could be obtained by the addition of fly ash to the concrete [57,58]. Experimental investigation on the influence of steel fiber reinforcement at the plastic hinge length of the concrete slab under repeated loading which includes the mechanical properties such as compressive strength and tensile strength of M20-grade concrete that is used for casting specimens are tested through the compressive strength test and the split tensile strength test [59].…”

Section: Introductionmentioning

confidence: 99%

An Experimental Study on Electrical Properties of Self-Sensing Mortar

et al. 2022

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Self-sensing cementitious composites are a combination of conventional materials used in the construction industry along with any type of electrically conductive filler material. Research has already been carried out with various types of conductive fillers incorporated into cement mortars to develop a self-sensing material. Carbon fibres have been used as conductive fillers in the past, which is uneconomical. In order to overcome this drawback, brass fibres have been introduced. This study concentrates on the behaviour of self-sensing mortar under two different curing conditions, including air and water curing. The main aim of this paper is to determine the self-sensing ability of various types of smart mortars. For this purpose, an experimental study was carried out, with the addition of various brass fibres of 0.10%, 0.15%, 0.20%, 0.25%, and 0.30% by volume, to determine the electrical properties of cementitious mortar. In addition, different combinations of brass and carbon fibres were considered, such as 95% brass fibre with 5% carbon fibre, 90% brass fibre with 10% carbon fibre, and 85% brass fibre with 15% carbon fibre by volume, to determine the piezoresistive behaviour. A fractional change in electrical resistance was determined for all the mortar cubes. A fractional change in electrical resistance (fcr) is defined as the change in its electrical resistance with respect to its initial resistance (ΔR/R). Additionally, the temperature effects on self-sensing mortar under compressive loading were observed for various temperatures from room temperature to 800 °C (at room temperature, 200 °C, 400 °C, 600 °C, and 800 °C). It was observed that the addition of brass fibre to the cement mortar as an electrically conductive filler improved the self-sensing ability of the mortar. After 28 days of water curing, when compared to conventional mortar, the percentage increase in change in electrical resistance (fcr) was observed to be 26.00%, 26.87%, 27.87%, 38.55%, and 35.00% for 0.10%, 0.15%, 0.20%, 0.25%, and 0.30% addition of brass fibres, respectively. When the smart mortar was exposed to elevated temperatures, the compressive strength of the mortar was reduced. Additionally, the fractional change in electrical resistance values was also reduced with the increase in temperature. In addition to this, the self-sensing ability of smart mortars showed improved performance in water curing rather than in air-cured mortars. Compressive strengths, stress, strain, and change in electrical resistance (fcr) values were determined in this study. Finally, microstructural analysis was also performed to determine the surface topography and chemical composition of the mortar with different fibre combinations.

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“…However, pollutants in the clinker lead to increased setting times and reduced pH and strength, which are not conducive to large-scale use of the cement [1,23]. Mineral admixtures such as gypsum and lime are usually added to adjust cement properties to meet the requirements of cement used in different environments [24]. During the hydration of C 4 A 3 $, both gypsum and pH have an important influence on the hydration reaction [25].…”

Section: Introductionmentioning

confidence: 99%

Effects of C$H2 and CH on Strength and Hydration of Calcium Sulphoaluminate Cement Prepared from Phosphogypsum

et al. 2022

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Using phosphogypsum (PG) as a raw material to prepare calcium sulphoaluminate cement (CAS) is an effective way of treating phosphogypsum. In order to meet the different application requirements of CSA cement and promote the application of CAS cement, it is necessary to add mineral admixtures to adjust the performance of cement. This paper incorporated two minerals, gypsum dihydrate (C$H2) and calcium hydroxide (CH), into cement clinker prepared from phosphogypsum. The compressive strength and hydration process of the mixtures with different blending levels were investigated around the C4A3$-C$H2 system (SC) and the C4A3$-C$H2-CH system (SCC). The optimum dosing level was determined on the basis of the strength and hydration properties. In the SC system, adding C$H2 promoted the hydration of C4A3$. The compressive strength of the cement was highest at a C$H2/C4A3$ molar ratio of 1.5, with a 7-day compressive strength of 56.5 MPa. AFt was mostly needle-rod and columnar and was tightly cemented to the gel phase, improving the denseness of the matrix. When the molar ratio was 2, the strength of the cement was inverted, and the shape of the AFt changed from needle and rod to columnar, the size of the grains increased, and it could not be filled with the AH3 phase in an excellent staggered manner. At the same time, C$H2 was not fully reacted, increasing matrix porosity and inversion of strength. In the SCC system, adding CH reduced the cement’s compressive strength, and the compressive strength reduction increased with the increase in admixture. According to the experimental results, CH inhibited the formation of AFt, resulting in the appearance of new hydration products, AFm. As the amount of CH increased, the amount of hydration products, AFm, increased, while the amount of AFt and AH3 decreased. However, adding CH raised the paste’s pH and later facilitated the development of strength. The optimum admixture of CH/C4A3$ was 0.5 mol.

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Influence on the Flexural Behaviour of High-Volume Fly-Ash-Based Concrete Slab Reinforced with Sustainable Glass-Fibre-Reinforced Polymer Sheets

Cited by 31 publications

References 26 publications

Performance of Sustainable Insulated Wall Panels with Geopolymer Concrete

Performance of Sustainable Insulated Wall Panels with Geopolymer Concrete

An Experimental Study on Electrical Properties of Self-Sensing Mortar

Effects of C$H2 and CH on Strength and Hydration of Calcium Sulphoaluminate Cement Prepared from Phosphogypsum

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