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

<div>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.</div>

Advances in Civil Engineering

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Figure 5

Figure 5: Finite Element Modeling of Compressive and Splitting Tensile Behavior of Plain Concrete and Steel Fiber Reinforced Concrete Cylinder Specimens 

Figure 5 | Finite Element Modeling of Compressive and Splitting Tensile Behavior of Plain Concrete and Steel Fiber Reinforced Concrete Cylinder Specimens 