Hysteretic behavior for steel beam-to-column connections using SFRCC floor slabs Part.4 Finite element analysis

摘要

By using the concrete damage plastic model, SFRCC behavior can be simulated reasonably. The elastic stiffness and maximum strength is estimated accurately. The location and the propagation pattern of cracks on the slab were also predicted reasonably. The failure mode and failure region can be successfully estimated from FEM analysis.