Non-linear 2D Finite Element Solver

Non-linear 2D Finite Element Solver

Non-linear finite element solver for two dimensional problems with twelve example files:

1-Example_Compressive_Damage_Plasticity_DC.m: Concrete section subjected to compression using displacement control (Material model is damage plasticity)

2-Example_Flexure_Damage_Plasticity_AC.m: Concrete beam subjected to flexure using arc length control (Material model is damage plasticity)

3-Example_Flexure_Damage_Plasticity_DC.m: Concrete beam subjected to flexure using displacement control (Material model is damage plasticity)

4-Example_Flexure_Damage_Plasticity_DC.m: Concrete beam subjected to flexure using load control (Material model is damage plasticity)

5-Example_Flexure_Fixed_AC.m: Concrete beam subjected to flexure using arc length control (Material model is fixed crack model)

6-Example_Flexure_Fixed_DC.m: Concrete beam subjected to flexure using displacement control (Material model is fixed crack model)

7-Example_Flexure_Fixed_DC.m: Concrete beam subjected to flexure using load control (Material model is fixed crack model)

8-Example_Flexure_Isotropic_AC.m: Concrete beam subjected to flexure using arc length control (Material model is isotropic damage model)

9-Example_Flexure_Isotropic_DC.m: Concrete beam subjected to flexure using displacement control (Material model is isotropic damage model)

10-Example_Flexure_Isotropic_DC.m: Concrete beam subjected to flexure using load control (Material model is isotropic damage model)

11-Example_Tensile_Damage_Plasticity_DC.m: Concrete section subjected to tension using displacement control (Material model is damage plasticity)

12-Example_Tensile_Isotropic_DC.m: Concrete section subjected to tension using displacement control (Material model is isotropic damage model)