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The formulation is implemented and tested using the finite element code FEAP.
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Our approach combines a optimization scheme, design rules and numerical tests using the finite-element analysis incorporated with a damage model.
Both full-detailed and homogenized models are built and tested using finite element analysis, and the results showed that the analytical model has excellent accuracy in property prediction at a relatively small computational cost.
The validity of the model and the improvement compared to existing models are tested using 2D and 3D finite element simulations of the Portevin Le Chatelier effect in tension.
Data was collected from 497 respondents and the empirical model was tested using variance based Structural Equation Modelling and Finite Mixture modelling.
The analytical study of the strength of the test specimens using the finite element method, a parametric study, and a proposed design model for designing block shears for coped beams with welded clip angles are included in a companion paper.
The method is first tested using numerical results obtained from a finite element model.
In addition to these tests nonlinear computations using the Finite Element Method were performed.
Virtual testing is performed using the Finite Element Method (FEM) at the microscale where Repeating Unit Cells (RUCs) are analyzed to determine strengths and elastic properties of a thin lamina.
Three reinforced concrete beams were tested experimentally and analyzed analytically using the finite element method.
In this study, a total of 13 FRP-strengthened reinforced concrete beams were tested in flexure and analyzed using the finite element method.
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