Overview of supplementary cementitious materials usage in lightweight aggregate concrete

Abstract The shear behaviour of palm kernel shell concrete (PKSC) beams prepared using palm kernel shell (PKS) as lightweight aggregate (LWA) is reported here. The shear strength of grade 30 PKSC with a density of 1850 kg/m3 was found 24% higher than the corresponding normal weight concrete (NWC). Good aggregate interlock in PKSC was evident as it produced shorter jagged cracks compared to longer plain cracks of NWC. Further, PKSC was able to produce twice as many flexural and shear cracks compared to NWC. Tension stiffening between the tensile cracks of PKSC enhanced flexural rigidity and dowel action. The non-linear numerical analysis predicted the shear strength within an average 20% of the experimental results.

Shear Behaviour of Reinforced Palm Kernel ShellConcrete Beams

Characterization of eco-friendly steel fiber-reinforced concrete containing waste coconut shell as coarse aggregates and fly ash as partial cement replacement

In this research study, mechanical properties of silica fume bagasse ash plain concrete (SFBA-PC) and silica fume bagasse ash basalt fiber-reinforced concrete (SFBA-BFRC) are studied. A total of fifteen concrete mixes are prepared for three separate concrete groups (five for each concrete group). The first group of SFBA-PC contains fixed optimum content of silica fume, i.e., 8%, by cement mass, and variable contents of bagasse ash, i.e., 0%, 5%, 10% and 15%, by cement mass. In the second and third groups of SFBA-BFRC, mixes are prepared like the first group of concrete, but only basalt fibers are added with two different percentages of 0.5% and 1.0%, by concrete volume, respectively. For the evaluation of each concrete mix, different mechanical tests are conducted to determine the stress–strain and load–deflection behavior. In addition to this, split-tensile strength and water absorption tests are also performed for each type of concrete mix. The scanning electron microscopy (SCM) analysis is performed, which has confirmed the pozzolanic activity and filler effect caused by SCMs, which has also improved the bridging effects of basalt fiber that results in concrete strength improvement. The results indicated that the mechanical properties of SFBA-BFRC are generally improved in comparison with those of SFBA-PC. In all three groups of concrete, 10% BA is found to be the optimum content, and SFBA-BFRC containing 8% silica fume, 10% bagasse ash and 1.0% basalt fiber content showed overall better performance under multiple testing scenarios.

Efficiency of Supplementary Cementitious Materials and Natural Fiber on Mechanical Performance of Concrete

http://www.alice.cnptia.embrapa.br/bitstream/doc/1097971/1/ART18067.pdf

A. Jayaprithika

Papers

Stress-strain characteristics and flexural behaviour of reinforced Eco-friendly coconut shell concrete