Investigation on the Effect of Geometric Parameter on Reinforced Concrete Exterior Shear Wall-Slab Connection Using Finite Element Analysis

Figure 3

Concrete damage model inputs. (a) Compressive stress versus crushing strain. (b) Compressive damage versus crushing strain. (c) Tensile stress versus cracking strain. (d) Tensile damage versus cracking strain.

(a)

(b)

(c)

(d)