Influence of Haunch Geometry and Additional Steel Reinforcement on Load Carrying Capacity of Reinforced Concrete Box Culvert

Abstract

The culverts are used to safely convey water under railways, highways, and overpasses. They are utilized in drainage areas or water channels and in areas where the bearing capacity of soil is low. The design and construction of this crucial infrastructure need to be improved to meet contemporary demands of reliability and affordability. Precast reinforced box culverts are popular alternatives as they ensure strength, durability, rigidity, and economy. This research seeks to develop an effective and affordable design improvement procedure for a precast box culvert using modern numerical tools. The Finite Element Method (FEM) based approach is used in studying the effects of haunch geometry and additional steel reinforcement on the load-bearing capacity of box culverts. A conventional box culvert is analyzed to create the numerical models in the Abaqus FEM code and to investigate the load-bearing capacity of culverts with an expanded span. The outcomes of the study reveal the critical places for stress concentration as well as the location of maximum damage. It is found that haunch geometry and additional reinforcement at these critical places significantly affect the load-carrying capacity of a culvert. From the comparison of capacity curves of models with and without haunches and diagonal reinforcement, it is found that a 25% increase in load-carrying capacity is achievable with the recommended changes. The proposed design improvement technique can be employed for the cost-effective and safe design of a concrete box culvert with larger span lengths and high water-flowing capacities. The findings of this study are expected to assist practitioners in strength enhancement tasks of box culverts for increased structural stability and drainage efficiency.

Effect of Reinforcement Forms on the Load Bearing Capacity of Prefabricated Box Culvert

“…As a model simulated concrete cracking, concrete damage plasticity (CDP) has been applied to the FEA of BC [17]. The tensile cracking and compressive crushing of concrete under low-confining pressures and monotonic, cyclic, and dynamic stresses can be reproduced by CDP.…”

“…As the working conditions of BC components became more and more severe, reducing the external load of BC has been paid more attention by the scholars. The effects of boundary conditions [8,9], vertical soil pressure [10], soil stiffness [11], vehicle load [12], construction error [13], fatigue behavior [14], shear behavior [15], blast loads [16], and geometric construction [17] on the performance of BC were analyzed efficiently by finite-element analysis (FEA). Philip et al [18] conduct model tests and FEA to examine the properties of top-filling materials affected the bending moment characteristics of BC under bridge design.…”