Experimental study on flexural behaviour of textile reinforced concrete

Abstract

Alkali-Resistant (AR) glass mesh fiber reinforced concrete emerges as a promising alternative in modern construction, offering enhanced durability, flexibility, and structural integrity. This paper provides experimental investigation and benefits of AR glass mesh fiber reinforced concrete in construction. It explores the properties, and performance characteristics of AR glass mesh fibers, highlighting their alkali-resistant nature and compatibility with concrete matrices. This experimental work utilizes a 145 gsm (grams squared per meter) alkali-resistant (AR) glass fiber textile mesh. Flexural strength and compressive strength findings demonstrating the practical application and effectiveness of AR glass mesh fiber reinforced concrete in various construction projects are presented. Finally, future directions and opportunities for further research and development in this field are identified, aiming to promote the widespread adoption of textile reinforced concrete (TRC) as a sustainable and high-performance construction material. This paper aims to analyze the flexural behavior of concrete specimens reinforced with textile fiber, evaluating their structural performance, durability, and environmental impact. For flexural strength of TRC, it is found that 2 layers of AR glass mesh attains more strength compared to the single layer AR glass mesh fiber. The structural enhancements provided by AR glass mesh fiber reinforcement in concrete are discussed, including improved crack control, flexural strength, and durability in harsh environments.