コード例 #1
0
        k_alpha_min=False,
        #                          show_lc_characteristic = True
    )

    # --------------------------------------------------------------
    # 'combi_arr': array with indices of all loading case combinations
    # --------------------------------------------------------------
    #
    print "lct_Q.combi_arr", lct_Q.combi_arr.shape, "\n"
    #        np.savetxt('combi_arr_wo_temp_LCs', lct_Q.combi_arr, delimiter=';')

    # --------------------------------------------------------------
    # nm-interaction plot (normal force - bending moment)
    # --------------------------------------------------------------
    #
    lct_Q.plot_nm_interaction(save_fig_to_file="nm_interaction_bearing")
    # lct_Q.plot_nm_interaction(add_max_min_nm_from_file='max_min_nm_arr_LC15-18', save_fig_to_file='nm_interaction_LC1-18')

    # --------------------------------------------------------------
    # interaction plot of material usage 'eta_nm' (utilization ratio)
    # --------------------------------------------------------------
    #
    # lct_Q.plot_eta_nm_interaction(save_fig_to_file='eta_nm_interaction_bearing_sv'),
    # lct_Q.plot_eta_nm_interaction(add_max_min_eta_nm_from_file='max_min_eta_nm', save_fig_to_file='eta_nm_interaction_bearing')

    # --------------------------------------------------------------
    # plot of structure with color indication of material usage 'eta_nm' (utilization ratio)
    # (surrounding values of all loading cases)
    # --------------------------------------------------------------
    #
    # lct_Q.plot_assess_value('eta_nm_tot', add_assess_values_from_file='eta_nm_tot'),
コード例 #2
0
ファイル: lcc_hangar.py プロジェクト: simvisage/simvisage
        k_alpha_min=False,
        #                          show_lc_characteristic = True
    )

    # --------------------------------------------------------------
    # 'combi_arr': array with indices of all loading case combinations
    # --------------------------------------------------------------
    #
    print "lct_Q.combi_arr", lct_Q.combi_arr.shape, "\n"
    #        np.savetxt('combi_arr_wo_temp_LCs', lct_Q.combi_arr, delimiter=';')

    # --------------------------------------------------------------
    # nm-interaction plot (normal force - bending moment)
    # --------------------------------------------------------------
    #
    lct_Q.plot_nm_interaction(save_fig_to_file="nm_interaction_hangar")
    #        lct_Q.plot_nm_interaction(add_max_min_nm_from_file='max_min_nm_arr_LC15-18', save_fig_to_file='nm_interaction_LC1-18')

    # --------------------------------------------------------------
    # interaction plot of material usage 'eta_nm' (utilization ratio)
    # --------------------------------------------------------------
    #
    #        lct_Q.plot_eta_nm_interaction(save_fig_to_file='eta_nm_interaction_LC1-14')
    #        lct_Q.plot_eta_nm_interaction(add_max_min_eta_nm_from_file='max_min_eta_nm_arr_LC15-18', save_fig_to_file='eta_nm_interaction_LC1-18')

    # --------------------------------------------------------------
    # plot of structure with color indication of material usage 'eta_nm' (utilization ratio)
    # (surrounding values of all loading cases)
    # --------------------------------------------------------------
    #
    #        lct_Q.plot_assess_value('eta_nm_tot', add_assess_values_from_file='eta_nm_tot_LC15-18')
コード例 #3
0
                            k_alpha_min=True,
                            #                          show_lc_characteristic = True
                            )

        #--------------------------------------------------------------
        # 'combi_arr': array with indices of all loading case combinations
        #--------------------------------------------------------------
        #
        print 'lct_Q.combi_arr', lct_Q.combi_arr.shape
        np.savetxt('combi_arr_wo_temp_LCs', lct_Q.combi_arr, delimiter=';')

        #--------------------------------------------------------------
        # nm-interaction plot (normal force - bending moment)
        #--------------------------------------------------------------
        #
        lct_T.plot_nm_interaction(
            save_max_min_nm_to_file='max_min_nm_arr_LC15-18', save_fig_to_file='nm_interaction_LC15-18')
        lct_Q.plot_nm_interaction(save_fig_to_file='nm_interaction_LC1-14')
        lct_Q.plot_nm_interaction(
            add_max_min_nm_from_file='max_min_nm_arr_LC15-18', save_fig_to_file='nm_interaction_LC1-18')

        #--------------------------------------------------------------
        # interaction plot of material usage 'eta_nm' (Ausnutzungsgrad)
        #--------------------------------------------------------------
        #
        lct_T.plot_eta_nm_interaction(
            save_max_min_eta_nm_to_file='max_min_eta_nm_arr_LC15-18', save_fig_to_file='eta_nm_interaction_LC15-18')
        lct_Q.plot_eta_nm_interaction(
            save_fig_to_file='eta_nm_interaction_LC1-14')
        lct_Q.plot_eta_nm_interaction(
            add_max_min_eta_nm_from_file='max_min_eta_nm_arr_LC15-18', save_fig_to_file='eta_nm_interaction_LC1-18')
コード例 #4
0
            #                          show_lc_characteristic = True
        )

        #--------------------------------------------------------------
        # 'combi_arr': array with indices of all loading case combinations
        #--------------------------------------------------------------
        #
        print 'lct_Q.combi_arr', lct_Q.combi_arr.shape
        np.savetxt('combi_arr_wo_temp_LCs', lct_Q.combi_arr, delimiter=';')

        #--------------------------------------------------------------
        # nm-interaction plot (normal force - bending moment)
        #--------------------------------------------------------------
        #
        lct_T.plot_nm_interaction(
            save_max_min_nm_to_file='max_min_nm_arr_LC15-18',
            save_fig_to_file='nm_interaction_LC15-18')
        lct_Q.plot_nm_interaction(save_fig_to_file='nm_interaction_LC1-14')
        lct_Q.plot_nm_interaction(
            add_max_min_nm_from_file='max_min_nm_arr_LC15-18',
            save_fig_to_file='nm_interaction_LC1-18')

        #--------------------------------------------------------------
        # interaction plot of material usage 'eta_nm' (Ausnutzungsgrad)
        #--------------------------------------------------------------
        #
        lct_T.plot_eta_nm_interaction(
            save_max_min_eta_nm_to_file='max_min_eta_nm_arr_LC15-18',
            save_fig_to_file='eta_nm_interaction_LC15-18')
        lct_Q.plot_eta_nm_interaction(
            save_fig_to_file='eta_nm_interaction_LC1-14')
コード例 #5
0
        k_alpha_min=False,
        #                          show_lc_characteristic = True
    )

    #--------------------------------------------------------------
    # 'combi_arr': array with indices of all loading case combinations
    #--------------------------------------------------------------
    #
    print 'lct_Q.combi_arr', lct_Q.combi_arr.shape, '\n'
    #        np.savetxt('combi_arr_wo_temp_LCs', lct_Q.combi_arr, delimiter=';')

    #--------------------------------------------------------------
    # nm-interaction plot (normal force - bending moment)
    #--------------------------------------------------------------
    #
    lct_Q.plot_nm_interaction(save_fig_to_file='nm_interaction_hangar')
    #        lct_Q.plot_nm_interaction(add_max_min_nm_from_file='max_min_nm_arr_LC15-18', save_fig_to_file='nm_interaction_LC1-18')

    #--------------------------------------------------------------
    # interaction plot of material usage 'eta_nm' (utilization ratio)
    #--------------------------------------------------------------
    #
    #        lct_Q.plot_eta_nm_interaction(save_fig_to_file='eta_nm_interaction_LC1-14')
    #        lct_Q.plot_eta_nm_interaction(add_max_min_eta_nm_from_file='max_min_eta_nm_arr_LC15-18', save_fig_to_file='eta_nm_interaction_LC1-18')

    #--------------------------------------------------------------
    # plot of structure with color indication of material usage 'eta_nm' (utilization ratio)
    # (surrounding values of all loading cases)
    #--------------------------------------------------------------
    #
    #        lct_Q.plot_assess_value('eta_nm_tot', add_assess_values_from_file='eta_nm_tot_LC15-18')
コード例 #6
0
                          k_alpha_min=False,
                          show_lc_characteristic=True
                          )

        #--------------------------------------------------------------
        # 'combi_arr': array with indices of all loading case combinations
        #--------------------------------------------------------------
        #
#        print 'lct.combi_arr', lct.combi_arr.shape
#        np.savetxt('combi_arr_wo_temp_LCs', lct.combi_arr, delimiter=';')

        #--------------------------------------------------------------
        # nm-interaction plot (normal force - bending moment)
        #--------------------------------------------------------------
        #
        lct.plot_nm_interaction(save_fig_to_file='nm_interaction_shell-test')

        #--------------------------------------------------------------
        # interaction plot of material usage 'eta_nm' (utilization ratio)
        #--------------------------------------------------------------
        #
#        lct.plot_eta_nm_interaction(save_fig_to_file='eta_nm_interaction_shell-test')

        #--------------------------------------------------------------
        # plot of structure with color indication of material usage 'eta_nm' (utilization ratio)
        # (surrounding values of all loading cases)
        #--------------------------------------------------------------
        #
        lct.plot_assess_value('eta_nm_tot',
                              save_fig_to_file='eta_nm_tot_shell-test')