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STRENGTH AND FRACTURE PROPERTIES OF HYBRID FIBRE REINFORCED CONCRETE | ||
| Iranian Journal of Science and Technology Transactions of Civil Engineering | ||
| مقاله 7، دوره 39، C1، اردیبهشت 2015، صفحه 93-102 اصل مقاله (193.61 K) | ||
| نوع مقاله: Research Paper | ||
| شناسه دیجیتال (DOI): 10.22099/ijstc.2015.2756 | ||
| چکیده | ||
| This paper investigated the shear, impact and fracture strengths of high-strength concrete reinforced with two different industrial waste fibres. Locally available steel lathe waste and nylon waste were used at different volume fractions as fibre cocktails in concrete. Steel lathe wastes were used as-received lengths and nylon fibres were chopped into 40 mm lengths in this investigation. In total, 12 hybrid mixes were casted and tested at four different volume fractions (0.5%, 1.0%, 1.5% and 2.0%). The experimental programme was used the slump test and the air content test on the fresh concrete. The hardened concrete was tested for its shear and impact strength. A flexural test on notched beams under three-point bending was also carried out according to the RILEM 50-FMC committee recommendations. Load vs. mid-span deflection and load vs. crack mouth opening displacement were obtained and the fracture energy was evaluated. The best performance was obtained in hybrid which was enhanced due to the hybrid nature of the fibre cocktails of all the mixes, 2% volume fraction with a combination of steel ½ + nylon ½ fibres gives the best performance. The steel lathe waste fibres mainly contributed to limiting the crack initiation and lightweight non-metallic nylon fibres restricted the crack propagation. The combined advantages of these fibres provide high mechanical and fracture strength. Hence this hybrid fibre reinforced concrete with industrial waste fibres is doubly advantageous as it provides a superior performance without increasing the cost of the concrete. | ||
| کلیدواژهها | ||
| Fibre reinforcement؛ high-strength concrete؛ Mechanical properties؛ fracture energy؛ industrial waste | ||
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