Non-linear 2D Finite Element Solver
バージョン 1.0.3 (39.4 KB) 作成者:
Ayad Al-Rumaithi
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)
引用
Ayad Al-Rumaithi (2024). Non-linear 2D Finite Element Solver (https://www.mathworks.com/matlabcentral/fileexchange/74677-non-linear-2d-finite-element-solver), MATLAB Central File Exchange. 取得済み .
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