Flexural Performance of Tunnel lining Segments using Fiber Reinforced Concrete: A Study on Recycled and Industrial Fibers Through Experimental and Numerical Methods

This study investigates the flexural performance of metro tunnel segments reinforced with traditional rebar and fiber-reinforced concrete (FRC). Utilizing a comprehensive experimental approach, the mechanical properties of FRC were determined and compared with ordinary concrete through rigorous laboratory tests. A detailed numerical analysis was conducted using a 3D finite element model (FEM) in ABAQUS 2022, validated with experimental data. The FEM assessed segments reinforced with traditional rebar versus those with a 50% reduction in rebar, supplemented by FRC. The Concrete Damage Plasticity (CDP) model effectively simulated the flexural behavior, revealing a 30% reduction in tensile damage with FRC. Further analysis revealed significant improvements in stress responses, including a 2.6-fold increase in von Mises stress and a 60% reduction in vertical…