Introduction to Finite Element Analysis Using MATLAB and Abaqus




File list:
Materials
........\List_of_Abaqus_files
........\....................\Beam.cae
........\....................\BEAM_CST.cae
........\....................\BEAM_CST_Keyword.inp
........\....................\Beam_Problem_keyword.inp
........\....................\BEAM_Q4.cae
........\....................\BEAM_Q4_Keyword.inp
........\....................\castellated_beam.cae
........\....................\Deep_Beam_Q8.cae
........\....................\FOOTING_Q8.cae
........\....................\Frame_Problem_keyword.inp
........\....................\Plate_LST.cae
........\....................\Portal_frame.cae
........\....................\SLAB_S4R.cae
........\....................\truss.cae
........\....................\truss_problem_1_Keyword.inp
........\Matlab_programs
........\...............\List_of_data_files
........\...............\..................\beam_1_data.m
........\...............\..................\beam_problem1_data.m
........\...............\..................\beam_problem2_data.m
........\...............\..................\beam_problem3_data.m
........\...............\..................\CST_COARSE_MESH_DATA.m
........\...............\..................\Eight_Q8.m
........\...............\..................\frame_problem1_data.m
........\...............\..................\frame_problem2_data.m
........\...............\..................\PIER_Q8_data.m
........\...............\..................\Plate_Q8_input_module.m
........\...............\..................\Q4_coarse_mesh_data.m
........\...............\..................\Q8_coarse_mesh_data.m
........\...............\..................\truss_1_data.m
........\...............\..................\truss_problem_1_data.m
........\...............\..................\truss_problem_2_data.m
........\...............\..................\Two_Q8.m
........\...............\List_of_functions
........\...............\.................\Assem_Elem_loads.m
........\...............\.................\Assem_Joint_Loads.m
........\...............\.................\beam_column_C.m
........\...............\.................\beam_column_g.m
........\...............\.................\beam_column_k.m
........\...............\.................\beam_g.m
........\...............\.................\beam_k.m
........\...............\.................\coord_q8.m
........\...............\.................\elem_q4.m
........\...............\.................\elem_q8.m
........\...............\.................\elem_T3.m
........\...............\.................\elem_T6.m
........\...............\.................\fmlin.m
........\...............\.................\fmquad.m
........\...............\.................\fmT6_quad.m
........\...............\.................\Forces_at_nodes_plate.m
........\...............\.................\formbee.m
........\...............\.................\formbeeb.m
........\...............\.................\formbees.m
........\...............\.................\formbee_axi.m
........\...............\.................\formdax.m
........\...............\.................\formdeeb.m
........\...............\.................\formdees.m
........\...............\.................\formdeps.m
........\...............\.................\formdsig.m
........\...............\.................\form_beam_F.m
........\...............\.................\form_ff.m
........\...............\.................\form_KK.m
........\...............\.................\form_truss_F.m
........\...............\.................\gauss.m
........\...............\.................\hammer.m
........\...............\.................\platelem_q8.m
........\...............\.................\prepare_contour_data.m
........\...............\.................\print_beam_model.m
........\...............\.................\print_beam_results.m
........\...............\.................\print_CST_results.m
........\...............\.................\print_frame_model.m
........\...............\.................\print_frame_results.m
........\...............\.................\print_truss_model.m
........\...............\.................\print_truss_results.m
........\...............\.................\Q4_mesh.m
........\...............\.................\Q8_mesh.m
........\...............\.................\stresses_at_nodes_axi.m
........\...............\.................\stresses_at_nodes_Q4.m
........\...............\.................\stresses_at_nodes_Q8.m
........\...............\.................\T3_mesh.m
........\...............\.................\T6_mesh.asv
........\...............\.................\T6_mesh.m
........\...............\.................\truss_C.m
........\...............\.................\truss_g.m
........\...............\.................\truss_kl.m
........\...............\List_of_main_programs
........\...............\.....................\AXI_SYM_Q8.m
........\...............\.....................\AXI_SYM_T6.m
........\...............\.....................\beam.m
........\...............\.....................\CST_PLANE_STRESS.m
........\...............\.....................\CST_PLANE_STRESS_MESH.m
........\...............\.....................\CST_STRIP_FOOTING.m
........\...............\.....................\frame.m
........\...............\.....................\IXX.m
........\...............\.....................\LST_PLANE_STRESS_MESH.m
........\...............\.....................\LST_STRIP_FOOTING.m
........\...............\.....................\plane_q8_mesh.m
........\...............\.....................\precipitation_T3.m
........\...............\.....................\precipitation_T6.m
........\...............\.....................\Q4_plane_stress.m
........\...............\.....................\Q4_plane_stress_mesh.m
........\...............\.....................\Q8_PLANE_STRESS.m
........\...............\.....................\Thick_plate_q8.m
........\...............\.....................\truss.m