Non-linear 3D FE Solver for Steel and Concrete (Parallel)

Non-linear 3D FE Solver for Steel and Concrete (with Parallel Computing)

Non-linear finite element solver for steel and concrete with fifteen example files:

1-Example_Concrete_Compressive_DC.m: concrete section subjected to compression using displacement control

2-Example_Concrete_Flexure_AC: concrete beam subjected to flexure using arc length control

3-Example_Concrete_Flexure_Brick_DC.m: concrete beam subjected to flexure using displacement control (element type is brick)

4-Example_Concrete_Flexure_Tetra_DC.m: concrete beam subjected to flexure using displacement control (element type is tetrahedral)

5-Example_Concrete_Flexure_Wedge_DC.m: concrete beam subjected to flexure using displacement control (element type is wedge)

6-Example_Concrete_Tensile_DC.m: concrete section subjected to tension using displacement control

7-Example_Elastic_Flexure_LC.m: elastic beam subjected to flexure using load control

8-Example_Reinforced_Concrete_Bond_Flexure_DC.m: reinforced concrete beam subjected to flexure using displacement control (assuming bond slip between steel and concrete)

9-Example_Reinforced_Concrete_Rigid_Flexure_DC.m: reinforced concrete beam subjected to flexure using displacement control (assuming rigid bond between steel and concrete)

10-Example_Steel_Flexure_AC.m: steel beam subjected to flexure using arc length control

11-Example_Steel_Flexure_DC.m: steel beam subjected to flexure using displacement control

12-Example_Steel_Flexure_LC.m: steel beam subjected to flexure using load control

13-Example_Steel_Tensile_DC.m: steel section subjected to tension using displacement control

14-Example_Steel_Flexure_Brick_DC: steel slender beam subjected to flexure using displacement control (element type is brick)

15-Example_Steel_Flexure_Brick_TL_DC: steel slender beam subjected to flexure using displacement control (element type is brick with nonlinear geometry [Total Lagrangian])

Note: 'parfor' loop was used instead of 'for' in the outside loops of the three subroutines (Model_Set_Initial_Conditions.m, Model_Update_Elements.m, Set_U.m). The variables inside these loops were sliced accoarding to parfor loop requirements.