Research Article
Finite Element Modeling of Compressive and Splitting Tensile Behavior of Plain Concrete and Steel Fiber Reinforced Concrete Cylinder Specimens
Figure 5
FE model and boundary condition (BC): ((a) and (b)) compression specimen before meshing and after meshing with BC, respectively, ((c) and (d)) splitting tensile specimen before meshing and after meshing with BC, respectively.
(a) |
(b) |
(c) |
(d) |