Optimal Force-Based Beam-Column Element Size for Reinforced-Concrete Piles in Bridges

Exploring the performance of experimentally benchmarked RC bridge pier models when subjected to sequential seismic shocks

“…However, Kashani et al [10] found distributed inelasticity modelling strategy is more generic. He et al [12] reviewed the optimal size of force-based element of concrete component and found with optimal element size, the non-objective curvature prediction can be avoided. To get better modelling of structural strength degradation, the effects of buckling and fatigue on reinforcement are taken into account in the modelling process by some researchers.…”