Abstract:
This thesis presents an experimental study focused on investigating the structural behavior of bamboo-reinforced concrete beams. Bamboo, as a sustainable and renewable resource, has gained significant attention in recent years as a potential alternative to conventional steel reinforcement in structural elements. The research aims to evaluate the flexural performance and load-carrying capacity of bamboo-reinforced concrete beams by conducting a series of laboratory tests. The experimental program includes the fabrication and testing of multiple beam specimens with varying bamboo reinforcement configurations, such as different bamboo types, lengths, and orientations. The parameters investigated include ultimate strength, deflection characteristics, crack propagation, and failure modes. The test results are compared with control beams reinforced with conventional steel bars to assess the feasibility and effectiveness of bamboo reinforcement. In this experiment, if 25% bamboo is used then there is a crushing moment near the reinforced beam. The findings from this study provide valuable insights into the potential utilization of bamboo as an eco-friendly alternative of reinforcement material in civil engineering structures. The outcomes also contribute to sustainable development by promoting the use of renewable resources in the construction industry.
