begin Sierra # Metric units are used. # - displacement: meters # - mass: kilograms # - time: seconds # - force: kg*m/s^2 # - temperature: Kelvin begin function ARTIFICIAL_STRAIN_X type is piecewise linear ordinate is strain abscissa is time begin values 0.0 0.0 1.0 0.0005 end values end function ARTIFICIAL_STRAIN_X #ARTIFICIAL strain is applied to the bolt only in the longitudinal direction of #the bolt. begin function ARTIFICIAL_STRAIN_Y type is piecewise linear ordinate is strain abscissa is time begin values 0.0 0.0 1 -0.05 end values end function ARTIFICIAL_STRAIN_Y begin function ARTIFICIAL_STRAIN_Z type is piecewise linear ordinate is strain abscissa is time begin values 0.0 0.0 1.0 0.0 end values end function ARTIFICIAL_STRAIN_Z ### --------------------------- ### ### Materials Specification ### ### --------------------------- ### begin material steel_bolt density = 7.89e+03 ARTIFICIAL engineering strain X function = ARTIFICIAL_STRAIN_X ARTIFICIAL engineering strain Y function = ARTIFICIAL_STRAIN_Y ARTIFICIAL engineering strain Z function = ARTIFICIAL_STRAIN_Z begin parameters for model elastic youngs modulus = 200.e+09 poissons ratio = 0.29 end parameters for model elastic end material steel_bolt begin material steel_block density = 7.89e+03 begin parameters for model elastic youngs modulus = 200.e+09 poissons ratio = 0.29 end parameters for model elastic end material steel_block ### --------------------------------------- ### ### Input Mesh and Material Description ### ### --------------------------------------- ### begin finite element model ARTIFICIALPreLoad database name = artificialStrain_final.g database type = exodusII begin parameters for block block_1 material steel_block model = elastic end parameters for block block_1 begin parameters for block block_2 material steel_bolt model = elastic end parameters for block block_2 end finite element model ARTIFICIALPreLoad ### ---------------------- ### ### Linear Solver ### ### ---------------------- ### begin gdsw equation solver gdsw residual norm tolerance = 1e-2 end begin feti equation solver feti residual norm tolerance = 1e-2 end ### ---------------- ### ### Begin Adagio ### ### ---------------- ### begin adagio procedure aProcedure ### ---------------- ### ### Time Control ### ### ---------------- ### begin time control begin time stepping block time1 start time = 0.0 begin parameters for adagio region aRegion number of time steps = 1 end parameters for adagio region aRegion end time stepping block time1 termination time = 1.0 end time control ### ----------------- ### ### Adagio Region ### ### ----------------- ### begin adagio region aRegion use finite element model ARTIFICIALPreLoad ### ----------------------- ### ### Boundary Conditions ### ### ----------------------- ### # --------------------- # # Loading # # --------------------- # begin fixed displacement node set = nodelist_3 component = Z end begin fixed displacement node set = nodelist_4 component = X Y end begin fixed displacement node set = nodelist_5 component = X Y end # -------------------- # # Contact Surfaces # # -------------------- # begin contact definition contact surface surf_101 contains surface_101 contact surface surf_102 contains surface_102 contact surface surf_201 contains surface_201 contact surface surf_202 contains surface_202 begin constant friction model fric friction coefficient = 0.5 end begin interaction side A = surf_102 side B = surf_101 friction model = fric end interaction begin interaction side A = surf_202 side B = surf_201 friction model = fric end interaction end contact definition ### -------------------- ### ### Output Variables ### ### -------------------- ### begin results output aOut database name = artificialStrain_final.e database type = exodusII at step 0 increment = 1 nodal variables = displacement as displ nodal variables = contact_status as celement nodal variables = contact_normal_traction_magnitude as cfnor nodal variables = contact_tangential_traction_magnitude as cftan nodal variables = contact_area as carea nodal variables = contact_normal_direction as cdirnor nodal variables = contact_tangential_direction as cdirtan element variables = stress as stress global variables = total_iter as itotal global variables = timestep as timestep end begin solver begin loadstep predictor type = scale_factor scale factor = 0.0 end level 1 predictor = none begin control contact target relative residual = 1.0e-3 maximum iterations = 100 end begin cg target relative residual = 1.0e-4 maximum iterations = 100 begin full tangent preconditioner linear solver = feti conditioning = no_check small number of iterations = 15 end end end end adagio region aRegion end adagio procedure aProcedure end Sierra