Numerical investigation and design of reinforced concrete beams with non-uniform frost damage on the compression and tension sides

Abstract

This paper aims to investigate the bending behaviour of a reinforced concrete (RC) beam with different non-uniform frost damages. A multi-scale poromechanical approach is developed to build a bridge between the material deterioration process and the structural mechanical performance by considering the global heat and moisture transport and rebar confinement, as well as the local phase changes and poromechanical deformation. The real-time frost damage process is first simulated and experimentally validated for different depths of exposure on both the compression and tension sides and then used for testing the residual bending behaviour. The failure modes, load-carrying capacity and strain distribution of the reinforcement are fairly consistent with the experimental results. The bearing capacity decreases with the increment of the freeze-thaw cycles (FTC) and the frost exposure depth. Reinforcing bars can restrain not only crack propagation but also frost damage. Thus, the bearing capacity of the damaged beam on the compression side drops more than that on the tension side for the same exposure depth. Finally, an indirect method for the use of the equivalent deteriorated mechanical properties is compared with the detailed real-time simulation, and a simple design method is proposed for RC beams with partial frost damage.

Keywords:

• Non-uniform frost damage
• exposure depth
• material deterioration
• multi-scale modelling
• reinforced concrete beams
• bending failure

Acknowledgments

This study was supported by the National Key R&D Program of China (2017YFC0806100) and Japan Science and Technology Agency, “Cross-ministerial Strategic Innovation Promotion Program (SIP), Infrastructure Maintenance, Renovation, and Management” of the Council for Science, Technology and Innovation.

Disclosure statement

No potential conflict of interest was reported by the authors.