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In this study, computer experiments were conduced using the concept of design of experiments (DOE) and the method of finite element used to simulate the tensile-shear tests.
This relationship was converted into a bond stress slip constitutive law for a line interface finite element, used to simulate the concrete CFRP bond behavior.
The type of finite element used in the analysis was an eight-noded brick element.
The type of finite element used in the analysis was an eight-noded brick element, and the mathematical model comprised a total of 128,298 elements (38,606 nodes).
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Since the finite elements used to discretize the analysis domain always remain solid, typical numerical problems encountered by the standard element density-based formulation disappear.
Mixed finite elements use different approximation spaces for different dependent variables.
The analysis is carried out using a 3D numerical model built using one-dimensional finite elements using ADINA software code.
For this purpose a 3D modelling is made by means of finite elements, using design techniques of experiments (DOE) to fit constitutive contact parameters.
The continuity equation is integrated in time using the backward Euler approximation and discretized with finite elements using pore pressure as the variable.
Each of the discrete rock blocks is discretised into triangular finite elements using the Delaunay triangulation algorithm shown in Fig. 6b-A.
μCT images were used to construct finite element (FE) models by directly converting image voxels representing bone tissue to eight-node hexahedral finite elements using a special purpose program [ 26, 32].
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