Cyclic Behavior of Reinforced Concrete Slab-Column Connection Using Numerical Simulation

Figure 2

Concrete damaged plasticity model input based on different element sizes for concrete grade with 47.7 MPa. (a) Compressive stress vs crushing strain. (b) Compressive damage vs crushing strain. (c) Tensile stress vs cracking strain. (d) Tensile damage vs cracking strain.

(a)

(b)

(c)

(d)