sig_fl_calib = SigFlCalib(# concrete strength after 9 days # f_ck = 55.7, # measured strain at bending test rupture (0-dir) # eps_c_fail = 3.3 / 1000., # measured value in bending test [kNm] # value per m: M = 5*3.49 # M_fail = 3.49, # values for experiment beam with width = 0.20 m # width = 0.20, n_roving = 23., # define shape of the crack-bridge law ('linear', 'bilinear' or 'quadratic') # # calib_config = 'root2', # calib_config = 'quadratic', # calib_config = 'linear', # calib_config = 'quadratic_eps_max', # calib_config = 'quadratic_monoton', # calib_config = 'quadratic_TT', # calib_config = 'plastic', calib_config = 'cubic', # define shape of the concrete stress-strain-law ('block', 'bilinear' or 'quadratic') # sig_c_config = 'quadratic' # sig_c_config = 'bilinear' # sig_c_config = 'block' )
sig_fl_calib = SigFlCalib( # concrete strength after 9 days # f_ck = 55.7, # measured strain at bending test rupture (0-dir) # eps_c_fail = 3.3 / 1000., # measured value in bending test [kNm] # value per m: M = 5*3.49 # M_fail = 3.49, # values for experiment beam with width = 0.20 m # width = 0.20, n_roving = 23., # define shape of the crack-bridge law ('linear', 'bilinear' or 'quadratic') # # calib_config = 'root2', # calib_config = 'quadratic', # calib_config = 'linear', # calib_config = 'quadratic_eps_max', # calib_config = 'quadratic_monoton', # calib_config = 'quadratic_TT', # calib_config = 'plastic', calib_config = 'fbm', # define shape of the concrete stress-strain-law ('block', 'bilinear' or 'quadratic') # sig_c_config = 'quadratic' # sig_c_config = 'bilinear' # sig_c_config = 'block' )
sig_fl_calib = SigFlCalib(# concrete strength after 9 days # f_ck=55.7, # measured strain at bending test rupture (0-dir) # # eps_c_fail=3.3 / 1000., eps_c_fail=3.0 / 1000., # measured value in bending test [kNm] # value per m: M = 5*3.49 # # M_fail=3.49, M_fail=0.12, A_roving=0.446, sig_tex_fail=1569., # values for experiment beam with width = 0.20 m # width=0.20, n_roving=23., # define shape of the crack-bridge law ('linear', 'bilinear' or 'quadratic') # # calib_config = 'root2', # calib_config = 'quadratic', # calib_config = 'linear', # calib_config = 'quadratic_eps_max', # calib_config = 'quadratic_monoton', # calib_config = 'quadratic_TT', # calib_config = 'plastic', # calib_config='bilinear', # calib_config='cubic', calib_config='fbm', # define shape of the concrete stress-strain-law ('block', 'bilinear' or 'quadratic') # sig_c_config='quadratic' # sig_c_config = 'bilinear' # sig_c_config = 'block' )