Flexural Behaviour of RC Beam with Welded Mesh as Transverse Reinforcement

The use of welded mesh as transverse reinforcement in reinforced concrete beams has gained increasing interest due to its potential advantages over traditional stirrups. This study investigates the strength behaviour of RC beams with welded mesh as transverse reinforcement through experimental approaches. Usage of welded wire mesh results in stress-free and quicker assembly, and better budget and superiority control. One Control beam with conventional reinforcement with five other beams with vary welded mesh were cast and tested under two point loading. The results were used to study the flexural behaviour. It is obtained that the beam with continuous weld mesh and longitudinal bar given the maximum load carrying capacity. The test results are analysed to determine the load-carrying capacity, deflection characteristics, and failure modes of the specimens. The study aims to provide valuable insights into the applicability and effectiveness of welded mesh as transverse reinforcement in RC beams, offering potential benefits such as cost-efficiency, ease of construction, and improved structural performance. The findings will contribute to enhancing the understanding of welded mesh behaviour in RC structures and aid in the development of optimized and sustainable construction practices for reinforced concrete beams.