• Ambeshwar Singh Bhadauria
• Gautam Bhadoriya

Most of the existing research is based on reinforcement of concrete using steel and glass fibers only. A compression test was used to examine the strength of the reinforced concrete, tensile test. The self-compacting concrete lacks adequate compaction which deteriorates its compressive strength. It is therefore essential to augment its strength which could be achieved by addition of high-strength fibers. The current research is intended to enhance the strength of concrete using high-strength fibers. The structural characteristic of reinforced concrete would then be evaluated using compressive test and tensile test. Glass fibre reinforced concrete with a 0.3% fibre content has a compressive strength of 21.8N/mm2. The compressive strength obtained for glass fiber-reinforced concrete with 0.5% fiber content is 27.9N/mm2. With a fibre percentage of 0.3 percent, steel fiber-reinforced concrete achieves a compressive strength of 27.7N/mm2. Steel fibre reinforced concrete with a 0.5% fibre content has a compressive strength of 23.5N/mm2. The FEA simulation is conducted to determine the normal stresses and deformation of glass fiber specimen at different loads. From the FEA analysis on glass fiber specimen, the maximum normal stress obtained at 492kN is 19.903MPa. This is obtained for glass fiber percentage of 0.3%.

Self-compacting concrete, FEA, tensile test.

"Investigating the Mechanical Properties of High- Strength Fiber-Reinforced Concrete: A Focus on Glass and Steel Fibers", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.11, Issue 4, page no.c179-c185, April-2024, Available :http://www.jetir.org/papers/JETIR2404223.pdf

"Investigating the Mechanical Properties of High- Strength Fiber-Reinforced Concrete: A Focus on Glass and Steel Fibers", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.11, Issue 4, page no. ppc179-c185, April-2024, Available at : http://www.jetir.org/papers/JETIR2404223.pdf