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') #-------------------------------------------------------------- # plot of structure with color indication of material usage 'eta_nm' (Ausnutzungsgrad) # (surrounding values of all loading cases) #-------------------------------------------------------------- # lct_T.plot_assess_value( save_assess_values_to_file='eta_nm_tot_LC15-18') lct_Q.plot_assess_value( add_assess_values_from_file='eta_nm_tot_LC15-18') #-------------------------------------------------------------- # brows the loading case combinations within an interactive table view #-------------------------------------------------------------- # lct_Q.configure_traits() # lct_T.configure_traits()
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') #-------------------------------------------------------------- # plot of structure with color indication of material usage 'eta_nm' (Ausnutzungsgrad) # (surrounding values of all loading cases) #-------------------------------------------------------------- # lct_T.plot_assess_value( save_assess_values_to_file='eta_nm_tot_LC15-18') lct_Q.plot_assess_value( add_assess_values_from_file='eta_nm_tot_LC15-18') #-------------------------------------------------------------- # brows the loading case combinations within an interactive table view #-------------------------------------------------------------- # lct_Q.configure_traits() # lct_T.configure_traits()
#-------------------------------------------------------------- # 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') #-------------------------------------------------------------- # brows the loading case combinations within an interactive table view #-------------------------------------------------------------- lct.configure_traits() if do == 'predimensioning': #-------------------------------------------------------- # strength characteristics (design) values for barrelshell # (specimens thickness = 2 cm; specimn width = 10 cm; 6 layers carbon) #-------------------------------------------------------- # tensile strength [kN/m] # n_0_Rdt = n_90_Rdt = 223. # [kN/m] # ZiE value
# '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_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' (utilization ratio) #-------------------------------------------------------------- # #lct_Q.plot_eta_nm_interaction(save_fig_to_file='eta_nm_interaction_superior_sector'), #lct_Q.plot_eta_nm_interaction(add_max_min_eta_nm_from_file='max_min_eta_nm', save_fig_to_file='eta_nm_interaction_superior_sector') #-------------------------------------------------------------- # 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='superior_sector_sv'), #-------------------------------------------------------------- # brows the loading case combinations within an interactive table view #-------------------------------------------------------------- lct_Q.configure_traits()
# psi_0 = 1.0, # comment = 'earthquake' # ), # ] #-------------------------------------------------------- lct = LCCTableULS(data_dir = data_dir, data_filter = remove_midpoints, lc_list = lc_list, show_lc_characteristic = False ) # lct.configure_traits() lct.plot_assess_value() # lct.plot_n_tex() # lct = LCCTableSLS( data_dir = data_dir, # data_filter = remove_midpoints, # lc_list = lc_list, # combination_SLS = 'rare', ## combination_SLS = 'freq', ## combination_SLS = 'perm', ## show_lc_characteristic = True # ) # print 'lc_arr', lct.lc_arr