Finite Element Modeling of Compressive and Splitting Tensile Behavior of Plain Concrete and Steel Fiber Reinforced Concrete Cylinder Specimens

Figure 9

Typical stress contour of FE models, ((a), (b)) direction stress contour of control and SFRC specimen for compression test, respectively, (c) failure occurring at same location during test, ((d) and (e)) direction stress contour of control and SFRC specimen for compression test, respectively, and (f) failure pattern during test.

(a)

(b)

(c)

(d)

(e)

(f)