/
OpenSees.mat
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OpenSees.mat
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# GiD + OpenSees Interface - An Integrated FEA Platform
# Copyright (C) 2016-2018
#
# Lab of R/C and Masonry Structures
# School of Civil Engineering, AUTh
#
# Development team
# T. Kartalis-Kaounis, Civil Engineer AUTh
# V. Protopapadakis, Civil Engineer AUTh
# T. Papadopoulos, Civil Engineer AUTh
#
# Project coordinator
# V.K. Papanikolaou, Assistant Professor AUTh
#
# This program is free software: you can redistribute it and/or modify
# it under the terms of the GNU General Public License as published by
# the Free Software Foundation, either version 3 of the License, or
# (at your option) any later version.
#
# This program is distributed in the hope that it will be useful,
# but WITHOUT ANY WARRANTY; without even the implied warranty of
# MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the
# GNU General Public License for more details.
#
# You should have received a copy of the GNU General Public License
# along with this program. If not, see <http://www.gnu.org/licenses/>.
#
# Materials file
#
BOOK: Standard_Uniaxial_Materials
MATERIAL: Elastic
COMMENT: \n\tUpdate material window to assign selected Class/Type.\n\tSelect 'Custom' to enter user values.\n\tSelect Force-Deformation/Moment-Rotation formulation\n\tin order to use this material for zeroLength elements.\n
QUESTION: Material:#CB#(Elastic)
VALUE: Elastic
HELP: Elastic uniaxial material object
TKWIDGET: TK_UpdateInfoBar
IMAGE: img/Materials/Elastic.png
QUESTION: Formulation#CB#(Stress-Strain,Force-Deformation,Moment-Rotation)
VALUE: Stress-Strain
DEPENDENCIES: (Stress-Strain,RESTORE,Material_type,#CURRENT#,HIDE,Stiffness_K,#CURRENT#,HIDE,Moment_per_rotation_unit,#CURRENT#,RESTORE,Elastic_modulus_E,#CURRENT#,HIDE,Moment_per_rotation_unit,#CURRENT#)
DEPENDENCIES: (Force-Deformation,HIDE,Material_type,#CURRENT#,HIDE,Concrete_class,#CURRENT#,HIDE,Steel_grade,#CURRENT#,HIDE,Elastic_modulus_E,#CURRENT#,RESTORE,Stiffness_K,#CURRENT#,HIDE,Moment_per_rotation_unit,#CURRENT#)
DEPENDENCIES: (Moment-Rotation,HIDE,Material_type,#CURRENT#,HIDE,Concrete_class,#CURRENT#,HIDE,Steel_grade,#CURRENT#,HIDE,Elastic_modulus_E,#CURRENT#,HIDE,Stiffness_K,#CURRENT#,RESTORE,Moment_per_rotation_unit,#CURRENT#)
QUESTION: Material_type#CB#(Concrete,Steel,Custom)
VALUE: Custom
TKWIDGET: OtherUniaxMaterials::GenerateValues
DEPENDENCIES: (Concrete,RESTORE,Concrete_class,#CURRENT#,HIDE,Steel_grade,#CURRENT#)
DEPENDENCIES: (Steel,HIDE,Concrete_class,#CURRENT#,RESTORE,Steel_grade,#CURRENT#)
DEPENDENCIES: (Custom,HIDE,Concrete_class,#CURRENT#,HIDE,Steel_grade,#CURRENT#)
QUESTION: Concrete_class#CB#(C12/15,C16/20,C20/25,C25/30,C30/37,C35/45,C40/50,C45/55,C50/60,C55/67,C60/75,C70/85,C80/95,C90/105)
VALUE: C20/25
QUESTION: Steel_grade#CB#(S235,S275,S355,S450,B500)
VALUE: S235
QUESTION: Elastic_modulus_E#UNITS#
VALUE: 30 GPa
HELP: Young modulus of elasticity E, considering stress-strain diagram
QUESTION: Stiffness_K#UNITS#
VALUE: 4000 kN/m
QUESTION: Moment_per_rotation_unit#UNITS#
VALUE: 10000 kNm
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Elastic_Perfectly_Plastic
COMMENT: \n\tUpdate material window to assign selected Class/Type.\n\tSelect 'Custom' to enter user values.\n\tSelect Force-Deformation/Moment-Rotation formulation\n\tin order to use this material for zeroLength elements.\n
QUESTION: Material:#CB#(ElasticPerfectlyPlastic)
VALUE: ElasticPerfectlyPlastic
HELP: elastic perfectly-plastic uniaxial material object.
IMAGE: img/Materials/ElasticPP.png
TKWIDGET: TK_UpdateInfoBar
QUESTION: Formulation#CB#(Stress-Strain,Force-Deformation,Moment-Rotation)
VALUE: Stress-Strain
DEPENDENCIES: (Stress-Strain,RESTORE,Material_type,#CURRENT#,HIDE,Stiffness_K,#CURRENT#,RESTORE,Elastic_modulus_E,#CURRENT#,HIDE,Deformation_epsN,#CURRENT#,HIDE,Deformation_epsP,#CURRENT#,RESTORE,Initial_strain_eps0,#CURRENT#,HIDE,Initial_deformation_eps0,#CURRENT#,HIDE,Moment_per_rotation_unit,#CURRENT#,HIDE,Rotation_epsP,#CURRENT#,HIDE,Rotation_epsN,#CURRENT#,HIDE,Initial_rotation_eps0,#CURRENT#)
DEPENDENCIES: (Force-Deformation,HIDE,Material_type,#CURRENT#,HIDE,Concrete_class,#CURRENT#,HIDE,Strength_type,#CURRENT#,HIDE,Steel_grade,#CURRENT#,HIDE,Elastic_modulus_E,#CURRENT#,RESTORE,Stiffness_K,#CURRENT#,RESTORE,Deformation_epsN,#CURRENT#,RESTORE,Deformation_epsP,#CURRENT#,HIDE,Strain_epsN,#CURRENT#,HIDE,Strain_epsP,#CURRENT#,HIDE,Initial_strain_eps0,#CURRENT#,RESTORE,Initial_deformation_eps0,#CURRENT#,HIDE,Moment_per_rotation_unit,#CURRENT#,HIDE,Rotation_epsP,#CURRENT#,HIDE,Rotation_epsN,#CURRENT#,HIDE,Initial_rotation_eps0,#CURRENT#)
DEPENDENCIES: (Moment-Rotation,HIDE,Material_type,#CURRENT#,HIDE,Concrete_class,#CURRENT#,HIDE,Strength_type,#CURRENT#,HIDE,Steel_grade,#CURRENT#,HIDE,Elastic_modulus_E,#CURRENT#,HIDE,Stiffness_K,#CURRENT#,HIDE,Deformation_epsN,#CURRENT#,HIDE,Deformation_epsP,#CURRENT#,HIDE,Strain_epsN,#CURRENT#,HIDE,Strain_epsP,#CURRENT#,HIDE,Initial_strain_eps0,#CURRENT#,HIDE,Initial_deformation_eps0,#CURRENT#,RESTORE,Moment_per_rotation_unit,#CURRENT#,RESTORE,Rotation_epsP,#CURRENT#,RESTORE,Rotation_epsN,#CURRENT#,RESTORE,Initial_rotation_eps0,#CURRENT#)
QUESTION: Material_type#CB#(Concrete,Steel,Custom)
VALUE: Custom
TKWIDGET: OtherUniaxMaterials::GenerateValues
DEPENDENCIES: (Concrete,RESTORE,Concrete_class,#CURRENT#,HIDE,Steel_grade,#CURRENT#,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (Steel,HIDE,Concrete_class,#CURRENT#,RESTORE,Steel_grade,#CURRENT#,HIDE,Strength_type,#CURRENT#)
DEPENDENCIES: (Custom,HIDE,Concrete_class,#CURRENT#,HIDE,Steel_grade,#CURRENT#,HIDE,Strength_type,#CURRENT#)
QUESTION: Concrete_class#CB#(C12/15,C16/20,C20/25,C25/30,C30/37,C35/45,C40/50,C45/55,C50/60,C55/67,C60/75,C70/85,C80/95,C90/105)
VALUE: C20/25
QUESTION: Strength_type#CB#(Mean,Characteristic)
VALUE: Characteristic
QUESTION: Steel_grade#CB#(S235,S275,S355,S450,B500)
VALUE: B500
QUESTION: Elastic_modulus_E#UNITS#
VALUE: 20GPa
HELP: young modulus of elasticity E
QUESTION: Stiffness_K#UNITS#
VALUE: 4000 kN/m
QUESTION: Moment_per_rotation_unit#UNITS#
VALUE: 10000 kNm
QUESTION: Strain_epsP
VALUE: 1.10e-004
HELP: strain or deformation at which material reaches plastic state in tension
QUESTION: Strain_epsN
VALUE: -2.0e-3
HELP: strain or deformation at which material reaches plastic state in compression
QUESTION: Deformation_epsP#UNITS#
VALUE: 1m
QUESTION: Deformation_epsN#UNITS#
VALUE: -1m
QUESTION: Rotation_epsP#UNITS#
VALUE: 0.5 rad
QUESTION: Rotation_epsN#UNITS#
VALUE: -0.5 rad
QUESTION: Initial_strain_eps0
VALUE: 0.0
QUESTION: Initial_deformation_eps0#UNITS#
VALUE: 0.0m
QUESTION: Initial_rotation_eps0#UNITS#
VALUE: 0.0 rad
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Elastic_Perfectly_Plastic_with_Gap
COMMENT: \n\tUpdate material window to assign selected Class/Type.\n\tSelect 'Custom' to enter user values.\n\tSelect Force-Deformation/Moment-Rotation formulation\n\tin order to use this material for zeroLength elements.\n
QUESTION: Material:#CB#(ElasticPerfectlyPlasticwithGap)
VALUE: ElasticPerfectlyPlasticwithGap
HELP: elastic perfectly-plastic gap uniaxial material object.
IMAGE: img/Materials/ElasticPPGap.png
TKWIDGET: TK_UpdateInfoBar
QUESTION: Formulation#CB#(Stress-Strain,Force-Deformation,Moment-Rotation)
VALUE: Stress-Strain
DEPENDENCIES: (Stress-Strain,RESTORE,Elastic_modulus_E,#CURRENT#,RESTORE,Yield_Stress_Fy,#CURRENT#,RESTORE,Material_type,#CURRENT#,RESTORE,Strain_gap,#CURRENT#,HIDE,Deformation_gap,#CURRENT#,HIDE,Stiffness_K,#CURRENT#,HIDE,Force_Fy,#CURRENT#,HIDE,Moment_per_rotation_unit,#CURRENT#,HIDE,Moment_My,#CURRENT#,HIDE,Rotation_gap,#CURRENT#)
DEPENDENCIES: (Force-Deformation,HIDE,Elastic_modulus_E,#CURRENT#,HIDE,Concrete_class,#CURRENT#,HIDE,Strength_type,#CURRENT#,HIDE,Steel_grade,#CURRENT#,HIDE,Strain_gap,#CURRENT#,HIDE,Yield_Stress_Fy,#CURRENT#,HIDE,Material_type,#CURRENT#,RESTORE,Stiffness_K,#CURRENT#,RESTORE,Force_Fy,#CURRENT#,RESTORE,Deformation_gap,#CURRENT#,HIDE,Moment_per_rotation_unit,#CURRENT#,HIDE,Moment_My,#CURRENT#,HIDE,Rotation_gap,#CURRENT#)
DEPENDENCIES: (Moment-Rotation,HIDE,Elastic_modulus_E,#CURRENT#,HIDE,Concrete_class,#CURRENT#,HIDE,Strength_type,#CURRENT#,HIDE,Steel_grade,#CURRENT#,HIDE,Strain_gap,#CURRENT#,HIDE,Yield_Stress_Fy,#CURRENT#,HIDE,Material_type,#CURRENT#,HIDE,Stiffness_K,#CURRENT#,HIDE,Force_Fy,#CURRENT#,HIDE,Deformation_gap,#CURRENT#,RESTORE,Moment_per_rotation_unit,#CURRENT#,RESTORE,Moment_My,#CURRENT#,RESTORE,Rotation_gap,#CURRENT#)
QUESTION: Material_type#CB#(Concrete,Steel,Custom)
VALUE: Custom
TKWIDGET: OtherUniaxMaterials::GenerateValues
DEPENDENCIES: (Concrete,RESTORE,Concrete_class,#CURRENT#,HIDE,Steel_grade,#CURRENT#,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (Steel,HIDE,Concrete_class,#CURRENT#,RESTORE,Steel_grade,#CURRENT#,RESTORE,Yield_Stress_Fy,#CURRENT#,HIDE,Strength_type,#CURRENT#)
DEPENDENCIES: (Custom,HIDE,Concrete_class,#CURRENT#,HIDE,Steel_grade,#CURRENT#,RESTORE,Yield_Stress_Fy,#CURRENT#,HIDE,Strength_type,#CURRENT#)
QUESTION: Concrete_class#CB#(C12/15,C16/20,C20/25,C25/30,C30/37,C35/45,C40/50,C45/55,C50/60,C55/67,C60/75,C70/85,C80/95,C90/105)
VALUE: C20/25
QUESTION: Strength_type#CB#(Mean,Characteristic)
VALUE: Characteristic
QUESTION: Steel_grade#CB#(S235,S275,S355,S450,B500)
VALUE: B500
QUESTION: Elastic_modulus_E#UNITS#
VALUE: 20GPa
HELP: young modulus of elasticity E
QUESTION: Stiffness_K#UNITS#
VALUE: 4000 kN/m
QUESTION: Moment_per_rotation_unit#UNITS#
VALUE: 10000 kNm
QUESTION: Yield_Stress_Fy#UNITS#
VALUE: -20MPa
QUESTION: Force_Fy#UNITS#
VALUE: 1000 kN
HELP: Yield stress at which material reaches the plastic plate. Negative value for compression.
QUESTION: Moment_My#UNITS#
VALUE: 150 kNm
QUESTION: Strain_gap
VALUE: 0.0#WIDTH#(10)
QUESTION: Deformation_gap#UNITS#
VALUE: 0.0m
QUESTION: Rotation_gap#UNITS#
VALUE: 0.0 rad
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Viscous
COMMENT: \n\tThis material can only be assigned to truss and zeroLength elements.\n\tIt can not be combined with in parallel/series with other materials.\n\n\t\tstress = C*(strain-rate)^alpha\n
QUESTION: Material:#CB#(Viscous)
VALUE: Viscous
TKWIDGET: TK_UpdateInfoBar
QUESTION: Damping_coefficient_C#UNITS#
VALUE: 0.0 kNsec/m
QUESTION: Power_factor_alpha
VALUE: 1#WIDTH#(15)
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Viscous_Damper
COMMENT: \n
QUESTION: Material:#CB#(ViscousDamper)
VALUE: ViscousDamper
TKWIDGET: TK_UpdateInfoBar
QUESTION: Elastic_Stiffness#UNITS#
VALUE: 300000 kN/m
QUESTION: Damping_coefficient_Cd#UNITS#
VALUE: 280000 kNsec/m
QUESTION: Velocity_exponent_alpha
VALUE: 0.30#WIDTH#(15)
QUESTION: Activate_gap_length#CB#(1,0)
VALUE: 0
DEPENDENCIES: (0,HIDE,Gap_length,#CURRENT#) (1,RESTORE,Gap_length,#CURRENT#)
QUESTION: Gap_length#UNITS#
VALUE: 0.05 m
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Hyperbolic_Gap
COMMENT: \n\tThis material is implemented as a compression-only gap material.\n\t Failure ratio and gap should be input as negative values.\n
QUESTION: Material:#CB#(_)
VALUE: HyperbolicGap
QUESTION: Initial_stiffness#UNITS#
VALUE: 20300 kN/m
QUESTION: Unloading/Reloading_stiffness#UNITS#
VALUE: 20300 kN/m
QUESTION: Failure_ratio
VALUE: 0.7#WIDTH#(12)
QUESTION: Ultimate_passive_resistance#UNITS#
VALUE: -326 kN
QUESTION: Initial_gap#UNITS#
VALUE: -2.54 cm
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: PySimple1
COMMENT: \n
QUESTION: Material:#CB#(_)
VALUE: PySimple1
QUESTION: p-y_backbone_curve#CB#(Soft_clay,Sand)
VALUE: Soft clay
HELP: Soft clay corresponds to Matlock (1970) relation. Sand corresponds to API (1993) relation
QUESTION: Ultimate_capacity_pult#UNITS#
VALUE: 4000 kN
QUESTION: Displacement_at_which_the_50%_of_pult_is_mobilized_in_monotonic_loading#UNITS#
VALUE: 0.02 m
HELP: Displacement at which the 50% of pult is mobilized in monotonic loading
QUESTION: Coefficient_Cd
VALUE: 0.0
HELP: Sets the drag resistance within a fully-mobilized gap as Cd*pult
QUESTION: Viscous_damping_coefficient#UNITS#
VALUE: 0.0 kNsec/m
HELP: Nonzero values are used to represent radiation damping effects
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: TzSimple1
COMMENT: \n
QUESTION: Material:#CB#(_)
VALUE: TzSimple1
QUESTION: t-z_backbone_curve#CB#(Reese_and_O'Neill_relation,Mosher_relation)
VALUE: Reese_and_O'Neill_relation
QUESTION: Ultimate_capacity_tult#UNITS#
VALUE: 4000 kN
QUESTION: Displacement_at_which_the_50%_of_tult_is_mobilized_in_monotonic_loading#UNITS#
VALUE: 0.02 m
HELP: Displacement at which the 50% of tult is mobilized in monotonic loading
QUESTION: Viscous_damping_coefficient#UNITS#
VALUE: 0.0 kNsec/m
HELP: Nonzero values are used to represent radiation damping effects
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: QzSimple1
COMMENT: \n
QUESTION: Material:#CB#(_)
VALUE: QzSimple1
QUESTION: q-z_backbone_curve#CB#(Reese_and_O'Neill_relation,Vijayvergiya_relation)
VALUE: Reese_and_O'Neill_relation
HELP: Reese and O'Neil relation is for drilled shafts in clay. Vijayvergiya relation is for piles in sand.
QUESTION: Ultimate_capacity_qult#UNITS#
VALUE: 4000 kN
QUESTION: Displacement_at_which_the_50%_of_qult_is_mobilized_in_monotonic_loading#UNITS#
VALUE: 0.02 m
HELP: Displacement at which the 50% of qult is mobilized in monotonic loading
QUESTION: Suction
VALUE: 0.0
HELP: Uplift resistance is equal to suction*qult. Valid values: between 0.0 - 0.1
QUESTION: Viscous_damping_coefficient#UNITS#
VALUE: 0.0 kNsec/m
HELP: Nonzero values are used to represent radiation damping effects
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: BondSP01
COMMENT: \n\tSelect Force-Slip formulation\n\tin order to use this material for zeroLength elements.\n
QUESTION: Material:#CB#(_)
VALUE: BondSP01
IMAGE: img/Materials/BondSP01.png
QUESTION: Formulation#CB#(Stress-Slip,Force-Slip)
VALUE: Force-slip
DEPENDENCIES: (Stress-Slip,RESTORE,Yield_stress_Fy,#CURRENT#,RESTORE,Ultimate_stress_Fu,#CURRENT#,HIDE,Yield_force_Fy,#CURRENT#,HIDE,Ultimate_Force_Fu,#CURRENT#)
DEPENDENCIES: (Force-Slip,RESTORE,Yield_force_Fy,#CURRENT#,RESTORE,Ultimate_Force_Fu,#CURRENT#,HIDE,Yield_stress_Fy,#CURRENT#,HIDE,Ultimate_stress_Fu,#CURRENT#)
QUESTION: Yield_stress_Fy#UNITS#
VALUE: 500 MPa
QUESTION: Yield_force_Fy#UNITS#
VALUE: 157 kN
QUESTION: Rebar_slip_at_Fy#UNITS#
VALUE: 1 mm
QUESTION: Ultimate_stress_Fu#UNITS#
VALUE: 675 MPa
QUESTION: Ultimate_Force_Fu#UNITS#
VALUE: 212 kN
QUESTION: Rebar_slip_at_the_loaded_end_at_the_bar_fracture_strength#UNITS#
VALUE: 2 mm
QUESTION: Initial_hardening
VALUE: 0.4
QUESTION: Pinching_factor_for_the_cyclic_slip_vs_bar_response
VALUE: 0.5
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
BOOK: Uniaxial_Steel_Materials
MATERIAL: Steel01
COMMENT: \n\tUpdate material window to assign selected Grade.\n\tSelect 'Custom' to enter user values.\n\tSelect Force-Deformation/Moment-Rotation formulation\n\tin order to use this material for zeroLength elements.\n
QUESTION: Material:#CB#(Steel01)
VALUE: Steel01
HELP: uniaxial bilinear steel material object with kinematic hardening and optional isotropic hardening described by a non-linear evolution equation.
IMAGE: img/Materials/Steel01.png
TKWIDGET: TK_UpdateInfoBar
QUESTION: Formulation#CB#(Stress-Strain,Force-Deformation,Moment-Rotation)
VALUE: Stress-Strain
DEPENDENCIES: (Stress-Strain,RESTORE,Steel_grade,#CURRENT#,RESTORE,Yield_Stress_Fy,#CURRENT#,RESTORE,Initial_elastic_tangent_E0,#CURRENT#,HIDE,Force_Fy,#CURRENT#,HIDE,Initial_stiffness_K,#CURRENT#,HIDE,Moment_My,#CURRENT#,HIDE,Moment_per_rotation_unit,#CURRENT#)
DEPENDENCIES: (Force-Deformation,HIDE,Steel_grade,#CURRENT#,HIDE,Yield_Stress_Fy,#CURRENT#,HIDE,Initial_elastic_tangent_E0,#CURRENT#,RESTORE,Force_Fy,#CURRENT#,RESTORE,Initial_stiffness_K,#CURRENT#,HIDE,Moment_My,#CURRENT#,HIDE,Moment_per_rotation_unit,#CURRENT#)
DEPENDENCIES: (Moment-Rotation,HIDE,Steel_grade,#CURRENT#,HIDE,Yield_Stress_Fy,#CURRENT#,HIDE,Initial_elastic_tangent_E0,#CURRENT#,HIDE,Force_Fy,#CURRENT#,HIDE,Initial_stiffness_K,#CURRENT#,RESTORE,Moment_My,#CURRENT#,RESTORE,Moment_per_rotation_unit,#CURRENT#)
QUESTION: Steel_grade#CB#(S235,S275,S355,S450,B500C,Custom)
VALUE: Custom
TKWIDGET: SteelUniaxMaterial::GenerateValues
QUESTION: Yield_Stress_Fy#UNITS#
VALUE: 500 MPa
QUESTION: Force_Fy#UNITS#
VALUE: 500 kN
QUESTION: Moment_My#UNITS#
VALUE: 250 kNm
QUESTION: Initial_elastic_tangent_E0#UNITS#
VALUE: 200 GPa
QUESTION: Initial_stiffness_K#UNITS#
VALUE: 5000 kN/m
QUESTION: Moment_per_rotation_unit#UNITS#
VALUE: 10000 kNm
QUESTION: Strain-hardening_ratio_b
VALUE: 0.15#WIDTH#(10)
HELP: Ratio between post-yield tangent and initial elastic tangent.
QUESTION: Isotropic_hardening_parameters:#CB#(_)
VALUE:
QUESTION: Isotropic_hardening_parameter_a1
VALUE: 0#WIDTH#(10)
QUESTION: Isotropic_hardening_parameter_a2
VALUE: 1#WIDTH#(10)
QUESTION: Isotropic_hardening_parameter_a3
VALUE: 0#WIDTH#(10)
QUESTION: Isotropic_hardening_parameter_a4
VALUE: 1#WIDTH#(10)
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Steel02
COMMENT: \n\tUpdate material window to assign selected Grade.\n\tSelect 'Custom' to enter user values.\n\tSelect Force-Deformation/Moment-Rotation formulation\n\tin order to use this material for zeroLength elements.\n
QUESTION: Material:#CB#(Steel02)
VALUE: Steel02
HELP: uniaxial Giuffre-Menegotto-Pinto steel material object with isotropic strain hardening
TKWIDGET: TK_UpdateInfoBar
QUESTION: Formulation#CB#(Stress-Strain,Force-Deformation,Moment-Rotation)
VALUE: Stress-Strain
DEPENDENCIES: (Stress-Strain,RESTORE,Steel_grade,#CURRENT#,RESTORE,Yield_Stress_Fy,#CURRENT#,RESTORE,Initial_elastic_tangent_E0,#CURRENT#,HIDE,Force_Fy,#CURRENT#,HIDE,Initial_stiffness_K,#CURRENT#,HIDE,Moment_My,#CURRENT#,HIDE,Moment_per_rotation_unit,#CURRENT#,RESTORE,Initial_stress,#CURRENT#,HIDE,Initial_force,#CURRENT#,HIDE,Initial_moment,#CURRENT#)
DEPENDENCIES: (Force-Deformation,HIDE,Steel_grade,#CURRENT#,HIDE,Yield_Stress_Fy,#CURRENT#,HIDE,Initial_elastic_tangent_E0,#CURRENT#,RESTORE,Force_Fy,#CURRENT#,RESTORE,Initial_stiffness_K,#CURRENT#,HIDE,Moment_My,#CURRENT#,HIDE,Moment_per_rotation_unit,#CURRENT#,HIDE,Initial_stress,#CURRENT#,RESTORE,Initial_force,#CURRENT#,HIDE,Initial_moment,#CURRENT#)
DEPENDENCIES: (Moment-Rotation,HIDE,Steel_grade,#CURRENT#,HIDE,Yield_Stress_Fy,#CURRENT#,HIDE,Initial_elastic_tangent_E0,#CURRENT#,HIDE,Force_Fy,#CURRENT#,HIDE,Initial_stiffness_K,#CURRENT#,RESTORE,Moment_My,#CURRENT#,RESTORE,Moment_per_rotation_unit,#CURRENT#,HIDE,Initial_stress,#CURRENT#,HIDE,Initial_force,#CURRENT#,RESTORE,Initial_moment,#CURRENT#)
QUESTION: Steel_grade#CB#(S235,S275,S355,S450,B500C,Custom)
VALUE: Custom
TKWIDGET: SteelUniaxMaterial::GenerateValues
QUESTION: Yield_Stress_Fy#UNITS#
VALUE: 500 MPa
QUESTION: Force_Fy#UNITS#
VALUE: 500 kN
QUESTION: Moment_My#UNITS#
VALUE: 250 kNm
QUESTION: Initial_elastic_tangent_E0#UNITS#
VALUE: 200 GPa
QUESTION: Initial_stiffness_K#UNITS#
VALUE: 5000 kN/m
QUESTION: Moment_per_rotation_unit#UNITS#
VALUE: 10000 kNm
QUESTION: Strain-hardening_ratio_b
VALUE: 0.15#WIDTH#(10)
HELP: Ratio between post-yield tangent and initial elastic tangent.
QUESTION: Parameters_to_control_the_transition#CB#(_)
VALUE: from elastic to plastic branches:
QUESTION: Parameter_R0
VALUE: 20#WIDTH#(10)
QUESTION: Parameter_cR1
VALUE: 0.925#WIDTH#(10)
QUESTION: Parameter_cR2
VALUE: 0.15#WIDTH#(10)
QUESTION: Isotropic_hardening_parameters:#CB#(_)
VALUE:
QUESTION: Isotropic_hardening_parameter_a1
VALUE: 0#WIDTH#(10)
QUESTION: Isotropic_hardening_parameter_a2
VALUE: 1#WIDTH#(10)
QUESTION: Isotropic_hardening_parameter_a3
VALUE: 0#WIDTH#(10)
QUESTION: Isotropic_hardening_parameter_a4
VALUE: 1#WIDTH#(10)
QUESTION: Initial_stress#UNITS#
VALUE: 0.0 MPa
QUESTION: Initial_force#UNITS#
VALUE: 0.0 kN
QUESTION: Initial_moment#UNITS#
VALUE: 0.0 kNm
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Reinforcing_steel
COMMENT: \n\tUpdate material window to assign selected Grade.\n\tSelect 'Custom' to enter user values.\n
QUESTION: Material:#CB#(_)
VALUE: ReinforcingSteel
IMAGE: img/Materials/ReinfSteel.png
TKWIDGET: TK_UpdateInfoBar
QUESTION: Steel_grade#CB#(B500C,Custom)
VALUE: Custom
TKWIDGET: SteelUniaxMaterial::GenerateValues
QUESTION: Yield_stress_fy#UNITS#
VALUE: 500 MPa
QUESTION: Ultimate_stress_fsu#UNITS#
VALUE: 575 MPa
QUESTION: Initial_elastic_tangent_Es#UNITS#
VALUE: 200 GPa
QUESTION: Tangent_at_initial_strain_hardening_Esh#UNITS#
VALUE: 20 GPa
QUESTION: Strain_corresponding_to_initial_strain_hardening_esh
VALUE: 5e-3#WIDTH#(15)
QUESTION: Strain_at_peak_stress_esu
VALUE: 7.5e-2#WIDTH#(15)
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Hysteretic
COMMENT: \n\tUse Force-Deformation/Moment-Rotation formulation\n\tin order to use this material for zeroLength elemens.\n
QUESTION: Material:#CB#(_)
VALUE: Hysteretic
IMAGE: img/Materials/Hysteretic.png
QUESTION: Formulation#CB#(Stress-Strain,Force-Deformation,Moment-Rotation)
VALUE: Stress-Strain
DEPENDENCIES: (Stress-Strain,RESTORE,Stress_s1p,#CURRENT#,RESTORE,Stress_s2p,#CURRENT#,RESTORE,Stress_s3p,#CURRENT#,RESTORE,Stress_s1n,#CURRENT#,RESTORE,Stress_s2n,#CURRENT#,RESTORE,Stress_s3n,#CURRENT#,RESTORE,Strain_e1p,#CURRENT#,RESTORE,Strain_e2p,#CURRENT#,RESTORE,Strain_e3p,#CURRENT#,RESTORE,Strain_e1n,#CURRENT#,RESTORE,Strain_e2n,#CURRENT#,RESTORE,Strain_e3n,#CURRENT#,HIDE,Force_s1p,#CURRENT#,HIDE,Force_s2p,#CURRENT#,HIDE,Force_s3p,#CURRENT#,HIDE,Force_s1n,#CURRENT#,HIDE,Force_s2n,#CURRENT#,HIDE,Force_s3n,#CURRENT#,HIDE,Displacement_e1p,#CURRENT#,HIDE,Displacement_e2p,#CURRENT#,HIDE,Displacement_e3p,#CURRENT#,HIDE,Displacement_e1n,#CURRENT#,HIDE,Displacement_e2n,#CURRENT#,HIDE,Displacement_e3n,#CURRENT#,HIDE,Moment_s1p,#CURRENT#,HIDE,Moment_s2p,#CURRENT#,HIDE,Moment_s3p,#CURRENT#,HIDE,Moment_s1n,#CURRENT#,HIDE,Moment_s2n,#CURRENT#,HIDE,Moment_s3n,#CURRENT#,HIDE,Rotation_e1p,#CURRENT#,HIDE,Rotation_e2p,#CURRENT#,HIDE,Rotation_e3p,#CURRENT#,HIDE,Rotation_e1n,#CURRENT#,HIDE,Rotation_e2n,#CURRENT#,HIDE,Rotation_e3n,#CURRENT#)
DEPENDENCIES: (Force-Deformation,RESTORE,Force_s1p,#CURRENT#,RESTORE,Force_s2p,#CURRENT#,RESTORE,Force_s3p,#CURRENT#,RESTORE,Force_s1n,#CURRENT#,RESTORE,Force_s2n,#CURRENT#,RESTORE,Force_s3n,#CURRENT#,RESTORE,Displacement_e1p,#CURRENT#,RESTORE,Displacement_e2p,#CURRENT#,RESTORE,Displacement_e3p,#CURRENT#,RESTORE,Displacement_e1n,#CURRENT#,RESTORE,Displacement_e2n,#CURRENT#,RESTORE,Displacement_e3n,#CURRENT#,HIDE,Stress_s1p,#CURRENT#,HIDE,Stress_s2p,#CURRENT#,HIDE,Stress_s3p,#CURRENT#,HIDE,Stress_s1n,#CURRENT#,HIDE,Stress_s2n,#CURRENT#,HIDE,Stress_s3n,#CURRENT#,HIDE,Strain_e1p,#CURRENT#,HIDE,Strain_e2p,#CURRENT#,HIDE,Strain_e3p,#CURRENT#,HIDE,Strain_e1n,#CURRENT#,HIDE,Strain_e2n,#CURRENT#,HIDE,Strain_e3n,#CURRENT#,HIDE,Moment_s1p,#CURRENT#,HIDE,Moment_s2p,#CURRENT#,HIDE,Moment_s3p,#CURRENT#,HIDE,Moment_s1n,#CURRENT#,HIDE,Moment_s2n,#CURRENT#,HIDE,Moment_s3n,#CURRENT#,HIDE,Rotation_e1p,#CURRENT#,HIDE,Rotation_e2p,#CURRENT#,HIDE,Rotation_e3p,#CURRENT#,HIDE,Rotation_e1n,#CURRENT#,HIDE,Rotation_e2n,#CURRENT#,HIDE,Rotation_e3n,#CURRENT#)
DEPENDENCIES: (Moment-Rotation,RESTORE,Moment_s1p,#CURRENT#,RESTORE,Moment_s2p,#CURRENT#,RESTORE,Moment_s3p,#CURRENT#,RESTORE,Moment_s1n,#CURRENT#,RESTORE,Moment_s2n,#CURRENT#,RESTORE,Moment_s3n,#CURRENT#,RESTORE,Rotation_e1p,#CURRENT#,RESTORE,Rotation_e2p,#CURRENT#,RESTORE,Rotation_e3p,#CURRENT#,RESTORE,Rotation_e1n,#CURRENT#,RESTORE,Rotation_e2n,#CURRENT#,RESTORE,Rotation_e3n,#CURRENT#,HIDE,Stress_s1p,#CURRENT#,HIDE,Stress_s2p,#CURRENT#,HIDE,Stress_s3p,#CURRENT#,HIDE,Stress_s1n,#CURRENT#,HIDE,Stress_s2n,#CURRENT#,HIDE,Stress_s3n,#CURRENT#,HIDE,Strain_e1p,#CURRENT#,HIDE,Strain_e2p,#CURRENT#,HIDE,Strain_e3p,#CURRENT#,HIDE,Strain_e1n,#CURRENT#,HIDE,Strain_e2n,#CURRENT#,HIDE,Strain_e3n,#CURRENT#,HIDE,Force_s1p,#CURRENT#,HIDE,Force_s2p,#CURRENT#,HIDE,Force_s3p,#CURRENT#,HIDE,Force_s1n,#CURRENT#,HIDE,Force_s2n,#CURRENT#,HIDE,Force_s3n,#CURRENT#,HIDE,Displacement_e1p,#CURRENT#,HIDE,Displacement_e2p,#CURRENT#,HIDE,Displacement_e3p,#CURRENT#,HIDE,Displacement_e1n,#CURRENT#,HIDE,Displacement_e2n,#CURRENT#,HIDE,Displacement_e3n,#CURRENT#)
QUESTION: Stress_s1p#UNITS#
VALUE: 400MPa
QUESTION: Strain_e1p
VALUE: 2.0e-3#WIDTH#(15)
QUESTION: Force_s1p#UNITS#
VALUE: 0.0kN
QUESTION: Displacement_e1p#UNITS#
VALUE: 0.0m
QUESTION: Moment_s1p#UNITS#
VALUE: 0.0kNm
QUESTION: Rotation_e1p#UNITS#
VALUE: 0.0 rad
QUESTION: Stress_s2p#UNITS#
VALUE: 500MPa
QUESTION: Strain_e2p
VALUE: 2.5e-3#WIDTH#(15)
QUESTION: Force_s2p#UNITS#
VALUE: 0.0kN
QUESTION: Displacement_e2p#UNITS#
VALUE: 0.0m
QUESTION: Moment_s2p#UNITS#
VALUE: 0.0kNm
QUESTION: Rotation_e2p#UNITS#
VALUE: 0.0 rad
QUESTION: Stress_s3p#UNITS#
VALUE: 575MPa
QUESTION: Strain_e3p
VALUE: 7.5e-2#WIDTH#(15)
QUESTION: Force_s3p#UNITS#
VALUE: 0.0kN
QUESTION: Displacement_e3p#UNITS#
VALUE: 0.0m
QUESTION: Moment_s3p#UNITS#
VALUE: 0.0kNm
QUESTION: Rotation_e3p#UNITS#
VALUE: 0.0 rad
QUESTION: Stress_s1n#UNITS#
VALUE: -400MPa
QUESTION: Strain_e1n
VALUE: -2.0e-3#WIDTH#(15)
QUESTION: Force_s1n#UNITS#
VALUE: 0.0kN
QUESTION: Displacement_e1n#UNITS#
VALUE: 0.0m
QUESTION: Moment_s1n#UNITS#
VALUE: 0.0kNm
QUESTION: Rotation_e1n#UNITS#
VALUE: 0.0 rad
QUESTION: Stress_s2n#UNITS#
VALUE: -500MPa
QUESTION: Strain_e2n
VALUE: -2.5e-3#WIDTH#(15)
QUESTION: Force_s2n#UNITS#
VALUE: 0.0kN
QUESTION: Displacement_e2n#UNITS#
VALUE: 0.0m
QUESTION: Moment_s2n#UNITS#
VALUE: 0.0kNm
QUESTION: Rotation_e2n#UNITS#
VALUE: 0.0 rad
QUESTION: Stress_s3n#UNITS#
VALUE: -575MPa
QUESTION: Strain_e3n
VALUE: -7.5e-2#WIDTH#(15)
QUESTION: Force_s3n#UNITS#
VALUE: 0.0kN
QUESTION: Displacement_e3n#UNITS#
VALUE: 0.0m
QUESTION: Moment_s3n#UNITS#
VALUE: 0.0kNm
QUESTION: Rotation_e3n#UNITS#
VALUE: 0.0 rad
QUESTION: Pinching_factor_for_strain-deformation
VALUE: 1#WIDTH#(15)
QUESTION: Pinching_factor_for_stress-force
VALUE: 1#WIDTH#(15)
QUESTION: Damage_due_to_ductility
VALUE: 0.0#WIDTH#(15)
QUESTION: Damage_due_to_energy
VALUE: 0.2#WIDTH#(15)
QUESTION: Beta_power
VALUE: 0.0#WIDTH#(15)
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Ramberg-Osgood steel
COMMENT: \n\tUpdate material window to assign selected Grade.\n\tSelect 'Custom' to enter user values.\n
QUESTION: Material:#CB#(_)
VALUE: RambergOsgoodSteel
IMAGE: img/Materials/RambergOsgoodSteel.png
TKWIDGET: TK_UpdateInfoBar
QUESTION: Steel_grade#CB#(B500C,Custom)
VALUE: Custom
TKWIDGET: SteelUniaxMaterial::GenerateValues
QUESTION: Yield_stress_fy#UNITS#
VALUE: 500 MPa
QUESTION: Initial_elastic_tangent_E0#UNITS#
VALUE: 200 GPa
QUESTION: Yield_offset
VALUE: 0.002#WIDTH#(10)
QUESTION: Parameter_n_to_control_transition_from_elastic_to_plastic_branches
VALUE: 5#WIDTH#(10)
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
BOOK: Uniaxial_Concrete_Materials
MATERIAL: Concrete01_(Zero_tensile_strength)
COMMENT: \n\tUpdate material window to assign selected Class/Type.\n\tSelect 'Custom' to enter user values.\n
QUESTION: Material:#CB#(Concrete01)
VALUE: Concrete01
HELP: uniaxial Kent-Scott-Park concrete material object with degraded linear unloading/reloading stiffness according to the work of Karsan-Jirsa and no tensile strength
IMAGE: img/Materials/Concrete01.png
TKWIDGET: TK_UpdateInfoBar
QUESTION: Strength_class#CB#(C12/15,C16/20,C20/25,C25/30,C30/37,C35/45,C40/50,C45/55,C50/60,C55/67,C60/75,C70/85,C80/95,C90/105,Custom)
VALUE: Custom
TKWIDGET: ConcreteUniaxMaterial::GenerateValues
DEPENDENCIES: (C12/15,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C16/20,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C20/25,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C25/30,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C30/37,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C35/45,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C40/50,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C45/55,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C50/60,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C60/75,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C70/85,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C80/95,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C90/105,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (Custom,HIDE,Strength_type,#CURRENT#)
HELP: Choose concrete strength category, to take some standard values in the following fields.
QUESTION: Strength_type#CB#(Mean,Characteristic)
VALUE: Characteristic
QUESTION: Compressive_strength_fpc#UNITS#
VALUE: -20 MPa
QUESTION: Strain_at_maximum_strength_epsc0
VALUE: -2.0e-3#WIDTH#(15)
QUESTION: Crushing_strength_fpcu#UNITS#
VALUE: -17.0 MPa
QUESTION: Strain_at_crushing_strength_epscU
VALUE: -3.5e-3#WIDTH#(15)
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Concrete02_(Linear_tension_softening)
COMMENT: \n\tUpdate material window to assign selected Class/Type.\n\tSelect 'Custom' to enter user values.\n
QUESTION: Material:#CB#(Concrete02)
VALUE: Concrete02
IMAGE: img/Materials/Concrete02.png
TKWIDGET: TK_UpdateInfoBar
QUESTION: Strength_class#CB#(C12/15,C16/20,C20/25,C25/30,C30/37,C35/45,C40/50,C45/55,C50/60,C55/67,C60/75,C70/85,C80/95,C90/105,Custom)
VALUE: Custom
TKWIDGET: ConcreteUniaxMaterial::GenerateValues
DEPENDENCIES: (C12/15,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C16/20,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C20/25,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C25/30,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C30/37,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C35/45,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C40/50,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C45/55,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C50/60,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C60/75,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C70/85,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C80/95,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C90/105,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (Custom,HIDE,Strength_type,#CURRENT#)
HELP: Choose concrete strength category, to generate fast properties in the following fields.
QUESTION: Strength_type#CB#(Mean,Characteristic)
VALUE: Characteristic
QUESTION: Compressive_strength_fpc#UNITS#
VALUE: -20 MPa
QUESTION: Strain_at_maximum_strength_epsc0
VALUE: -2.0e-3#WIDTH#(15)
QUESTION: Crushing_strength_fpcu#UNITS#
VALUE: -17.0 MPa
QUESTION: Strain_at_crushing_strength_epscU
VALUE: -3.5e-3#WIDTH#(15)
QUESTION: Ratio_between_unloading_slope_at_epscU_and_initial_slope_lambda
VALUE: 0.5#WIDTH#(15)
QUESTION: Tensile_strength_ft#UNITS#
VALUE: 2.2 MPa
QUESTION: Tension_softening_stiffness_Ets#UNITS#
VALUE: 2 GPa
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Concrete04_(Popovics_concrete)
COMMENT: \n\tUpdate material window to assign selected Class/Type.\n\tSelect 'Custom' to enter user values.\n
QUESTION: Material:#CB#(Concrete04)
VALUE: Concrete04
IMAGE: img/Materials/Concrete04.png
TKWIDGET: TK_UpdateInfoBar
QUESTION: Strength_class#CB#(C12/15,C16/20,C20/25,C25/30,C30/37,C35/45,C40/50,C45/55,C50/60,C55/67,C60/75,C70/85,C80/95,C90/105,Custom)
VALUE: Custom
TKWIDGET: ConcreteUniaxMaterial::GenerateValues
DEPENDENCIES: (C12/15,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C16/20,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C20/25,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C25/30,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C30/37,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C35/45,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C40/50,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C45/55,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C50/60,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C60/75,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C70/85,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C80/95,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C90/105,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (Custom,HIDE,Strength_type,#CURRENT#)
HELP: Choose concrete strength category, to generate fast properties in the following fields.
QUESTION: Strength_type#CB#(Mean,Characteristic)
VALUE: Characteristic
QUESTION: Compressive_strength#UNITS#
VALUE: -20 MPa
QUESTION: Strain_at_maximum_strength
VALUE: -2.0e-3#WIDTH#(15)
QUESTION: Strain_at_crushing_strength
VALUE: -3.5e-3#WIDTH#(15)
QUESTION: Initial_stiffness#UNITS#
VALUE: 30 GPa
QUESTION: Maximum_tensile_strength#UNITS#
VALUE: 2.2 MPa
QUESTION: Ultimate_tensile_strain
VALUE: 1e-3#WIDTH#(15)
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Concrete06
COMMENT: \n\tUpdate material window to assign selected Class/Type.\n\tSelect 'Custom' to enter user values.\n
QUESTION: Material:#CB#(Concrete06)
VALUE: Concrete06
IMAGE: img/Materials/Concrete06C.png
TKWIDGET: TK_UpdateInfoBar
QUESTION: Strength_class#CB#(C12/15,C16/20,C20/25,C25/30,C30/37,C35/45,C40/50,C45/55,C50/60,C55/67,C60/75,C70/85,C80/95,C90/105,Custom)
VALUE: Custom
TKWIDGET: ConcreteUniaxMaterial::GenerateValues
DEPENDENCIES: (C12/15,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C16/20,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C20/25,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C25/30,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C30/37,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C35/45,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C40/50,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C45/55,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C50/60,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C60/75,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C70/85,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C80/95,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C90/105,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (Custom,HIDE,Strength_type,#CURRENT#)
HELP: Choose concrete strength category, to generate fast properties in the following fields.
QUESTION: Strength_type#CB#(Mean,Characteristic)
VALUE: Characteristic
QUESTION: Concrete_compressive_strength_fc#UNITS#
VALUE: -20 MPa
QUESTION: Strain_at_compressive_strength_e0
VALUE: -2.0e-3#WIDTH#(15)
QUESTION: Compressive_shape_factor_n
VALUE: 1#WIDTH#(15)
QUESTION: Post-peak_compressive_shape_factor_k
VALUE: 1#WIDTH#(15)
QUESTION: Parameter_a1_for_compressive_plastic_strain_definition
VALUE: -2.500e-003#WIDTH#(15)
QUESTION: Tensile_strength_fcr#UNITS#
VALUE: 2.2 MPa
QUESTION: Tensile_strain_at_peak_stress_ecr
VALUE: 1.100e-004#WIDTH#(15)
QUESTION: Exponent_of_the_tension_stiffering_curve_b
VALUE: 1#WIDTH#(15)
QUESTION: Parameter_a2_for_tensile_plastic_strain_definition
VALUE: 7.700e-004#WIDTH#(15)
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: ConcreteCM
COMMENT: \n\tUpdate material window to assign selected Class/Type.\n\tSelect 'Custom' to enter user values.\n
QUESTION: Material:#CB#(ConcreteCM)
VALUE: ConcreteCM
IMAGE: img/Materials/ConcreteCM.png
TKWIDGET: TK_UpdateInfoBar
QUESTION: Strength_class#CB#(C12/15,C16/20,C20/25,C25/30,C30/37,C35/45,C40/50,C45/55,C50/60,C55/67,C60/75,C70/85,C80/95,C90/105,Custom)
VALUE: Custom
TKWIDGET: ConcreteUniaxMaterial::GenerateValues
DEPENDENCIES: (C12/15,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C16/20,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C20/25,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C25/30,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C30/37,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C35/45,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C40/50,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C45/55,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C50/60,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C60/75,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C70/85,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C80/95,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (C90/105,RESTORE,Strength_type,#CURRENT#)
DEPENDENCIES: (Custom,HIDE,Strength_type,#CURRENT#)
HELP: Choose concrete strength category, to generate fast properties in the following fields.
QUESTION: Strength_type#CB#(Mean,Characteristic)
VALUE: Characteristic
QUESTION: Concrete_compressive_strength_fpcc#UNITS#
VALUE: -20 MPa
QUESTION: Strain_at_compressive_strength_epcc
VALUE: -2.0e-3#WIDTH#(15)
QUESTION: Initial_tangent_modulus_Ec#UNITS#
VALUE: 30 GPa
QUESTION: Shape_parameter_rc_in_Tsai's_equation_for_compression
VALUE: 7#WIDTH#(15)
QUESTION: Critical_strain_on_compression_envelope
VALUE: 1.035#WIDTH#(15)
QUESTION: Tensile_strength_ft#UNITS#
VALUE: 2.2 MPa
QUESTION: Strain_at_tensile_strength_et
VALUE: 1.100e-004#WIDTH#(15)
QUESTION: Shape_parameter_rc_in_Tsai's_equation_for_tension
VALUE: 1.2#WIDTH#(15)
QUESTION: Critical_strain_on_tension_envelope
VALUE: 10000#WIDTH#(15)
QUESTION: Consider_gap_closure#CB#(1,0)
VALUE: 0
DEPENDENCIES: (1,RESTORE,Gap_parameter,#CURRENT#) (0,HIDE,Gap_parameter,#CURRENT#)
QUESTION: Gap_parameter
VALUE: 1
STATE: HIDDEN
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
BOOK: Combined_Materials
MATERIAL: Series
COMMENT: \n
QUESTION: Material:#CB#(Series)
VALUE: Series
IMAGE: img/Materials/SeriesMaterial.png
TKWIDGET: SeriesParallel::CheckFieldValues
QUESTION: Activate_1st_material#CB#(0,1)
VALUE: 1
IMAGE: img/Materials/SeriesMaterialExample.png
DEPENDENCIES: (0,SET,Material_1,#CURRENT#) (1,RESTORE,Material_1,#CURRENT#)
QUESTION: Material_1#MAT#(Standard_Uniaxial_Materials,Uniaxial_Concrete_Materials,Uniaxial_Steel_Materials)
VALUE: Elastic
QUESTION: Activate_2nd_material#CB#(0,1)
VALUE: 1
DEPENDENCIES: (0,SET,Material_2,#CURRENT#) (1,RESTORE,Material_2,#CURRENT#)
QUESTION: Material_2#MAT#(Standard_Uniaxial_Materials,Uniaxial_Concrete_Materials,Uniaxial_Steel_Materials)
VALUE: Elastic
QUESTION: Activate_3rd_material#CB#(0,1)
VALUE: 0
DEPENDENCIES: (0,SET,Material_3,#CURRENT#) (1,RESTORE,Material_3,#CURRENT#)
QUESTION: Material_3#MAT#(Standard_Uniaxial_Materials,Uniaxial_Concrete_Materials,Uniaxial_Steel_Materials)
VALUE: Elastic
QUESTION: Activate_4th_Material#CB#(0,1)
VALUE: 0
DEPENDENCIES: (0,SET,Material_4,#CURRENT#) (1,RESTORE,Material_4,#CURRENT#)
QUESTION: Material_4#MAT#(Standard_Uniaxial_Materials,Uniaxial_Concrete_Materials,Uniaxial_Steel_Materials)
VALUE: Elastic
QUESTION: Activate_5th_material#CB#(0,1)
VALUE: 0
DEPENDENCIES: (0,SET,Material_5,#CURRENT#) (1,RESTORE,Material_5,#CURRENT#)
QUESTION: Material_5#MAT#(Standard_Uniaxial_Materials,Uniaxial_Concrete_Materials,Uniaxial_Steel_Materials)
VALUE: Elastic
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Parallel
COMMENT: \n
QUESTION: Material:#CB#(Parallel)
VALUE: Parallel
IMAGE: img/Materials/ParallelMaterial.png
TKWIDGET: SeriesParallel::CheckFieldValues
QUESTION: Activate_1st_material#CB#(0,1)
VALUE: 1
IMAGE: img/Materials/ParallelMaterialExample.png
DEPENDENCIES: (0,SET,Material_1,#CURRENT#) (1,RESTORE,Material_1,#CURRENT#)
QUESTION: Material_1#MAT#(Standard_Uniaxial_Materials,Uniaxial_Concrete_Materials,Uniaxial_Steel_Materials)
VALUE: Elastic
QUESTION: Activate_2nd_material#CB#(0,1)
VALUE: 1
DEPENDENCIES: (0,SET,Material_2,#CURRENT#) (1,RESTORE,Material_2,#CURRENT#)
QUESTION: Material_2#MAT#(Standard_Uniaxial_Materials,Uniaxial_Concrete_Materials,Uniaxial_Steel_Materials)
VALUE: Elastic
QUESTION: Activate_3rd_material#CB#(0,1)
VALUE: 0
DEPENDENCIES: (0,SET,Material_3,#CURRENT#) (1,RESTORE,Material_3,#CURRENT#)
QUESTION: Material_3#MAT#(Standard_Uniaxial_Materials,Uniaxial_Concrete_Materials,Uniaxial_Steel_Materials)
VALUE: Elastic
QUESTION: Activate_4th_Material#CB#(0,1)
VALUE: 0
DEPENDENCIES: (0,SET,Material_4,#CURRENT#) (1,RESTORE,Material_4,#CURRENT#)
QUESTION: Material_4#MAT#(Standard_Uniaxial_Materials,Uniaxial_Concrete_Materials,Uniaxial_Steel_Materials)
VALUE: Elastic
QUESTION: Activate_5th_material#CB#(0,1)
VALUE: 0
DEPENDENCIES: (0,SET,Material_5,#CURRENT#) (1,RESTORE,Material_5,#CURRENT#)
QUESTION: Material_5#MAT#(Standard_Uniaxial_Materials,Uniaxial_Concrete_Materials,Uniaxial_Steel_Materials)
VALUE: Elastic
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Section_Aggregator
COMMENT:\n
TITLE: General
QUESTION: Section:#CB#(SectionAggregator)
VALUE: SectionAggregator
QUESTION: Compatible_materials:#CB#(_)
VALUE: All uniaxial materials except Viscous/ViscousDamper/HyperbolicGap
QUESTION: Compatible_sections:#CB#(_)
VALUE: Elastic/Fiber
TKWIDGET: TK_SectionWikiInfo
TITLE: Section_properties
QUESTION: Select_section#CB#(1,0)
VALUE: 1
IMAGE: Img/Materials/SectionAggregator.png
DEPENDENCIES: (1,RESTORE,Section_to_be_aggregated,#CURRENT#) (0,HIDE,Section_to_be_aggregated,#CURRENT#)
QUESTION: Section_to_be_aggregated#MAT#(Section_Force-Deformation)
VALUE: Fiber
TKWIDGET: SecAggregator::CheckFieldValues
QUESTION: Activate_P#CB#(1,0)
VALUE: 0
DEPENDENCIES: (1,RESTORE,Axial_force-deformation,#CURRENT#) (0,SET,Axial_force-deformation,#CURRENT#)
QUESTION: Axial_force-deformation#MAT#(Standard_Uniaxial_Materials,Uniaxial_Steel_Materials,Combined_Materials)
VALUE: Elastic
STATE: DISABLED
QUESTION: Activate_Mz#CB#(1,0)
VALUE: 0
DEPENDENCIES: (1,RESTORE,Moment-curvature_about_local_z-z,#CURRENT#) (0,SET,Moment-curvature_about_local_z-z,#CURRENT#)
QUESTION: Moment-curvature_about_local_z-z#MAT#(Standard_Uniaxial_Materials,Uniaxial_Steel_Materials,Combined_Materials)
VALUE: Elastic
STATE: DISABLED
QUESTION: Activate_Vy#CB#(1,0)
VALUE: 0
DEPENDENCIES: (1,RESTORE,Shear_force-deformation_along_local_y-y,#CURRENT#) (0,SET,Shear_force-deformation_along_local_y-y,#CURRENT#)
QUESTION: Shear_force-deformation_along_local_y-y#MAT#(Standard_Uniaxial_Materials,Uniaxial_Steel_Materials,Combined_Materials)
VALUE: Elastic
STATE: DISABLED
QUESTION: Activate_My#CB#(1,0)
VALUE: 0
DEPENDENCIES: (1,RESTORE,Moment-curvature_about_local_y-y,#CURRENT#) (0,SET,Moment-curvature_about_local_y-y,#CURRENT#)
QUESTION: Moment-curvature_about_local_y-y#MAT#(Standard_Uniaxial_Materials,Uniaxial_Steel_Materials,Combined_Materials)
VALUE: Elastic
STATE: DISABLED
QUESTION: Activate_Vz#CB#(1,0)
VALUE: 0
DEPENDENCIES: (1,RESTORE,Shear_force-deformation_along_local_z-z,#CURRENT#) (0,SET,Shear_force-deformation_along_local_z-z,#CURRENT#)
QUESTION: Shear_force-deformation_along_local_z-z#MAT#(Standard_Uniaxial_Materials,Uniaxial_Steel_Materials,Combined_Materials)
VALUE: Elastic
STATE: DISABLED
QUESTION: Activate_T#CB#(1,0)
VALUE: 0
DEPENDENCIES: (1,RESTORE,Torsion_force-deformation,#CURRENT#) (0,SET,Torsion_force-deformation,#CURRENT#)
QUESTION: Torsion_force-deformation#MAT#(Standard_Uniaxial_Materials,Uniaxial_Steel_Materials,Combined_Materials)
VALUE: Elastic
STATE: DISABLED
END MATERIAL
MATERIAL: Initial_Strain
COMMENT: \n
QUESTION: Material:#CB#(_)
VALUE: InitStrain
TKWIDGET: TK_UpdateInfoBar
QUESTION: Material_for_defining_initial_strain#MAT#(Uniaxial_Concrete_Materials,Uniaxial_Steel_Materials,Standard_Uniaxial_Materials)
VALUE: Elastic
TKWIDGET: InitStressStrain::CheckFieldValues
QUESTION: Initial_strain
VALUE: 0.0004#WIDTH#(15)
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Initial_Stress
COMMENT: \n
QUESTION: Material:#CB#(_)
VALUE: InitStress
TKWIDGET: TK_UpdateInfoBar
QUESTION: Material_for_defining_initial_stress#MAT#(Uniaxial_Concrete_Materials,Uniaxial_Steel_Materials,Standard_Uniaxial_Materials)
VALUE: Elastic
TKWIDGET: InitStressStrain::CheckFieldValues
QUESTION: Initial_stress#UNITS#
VALUE: -10 MPa
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: MinMax
COMMENT: \n\tThe behaviour for this material is provided by another material.\n\tIf the strain/deformation/rotation falls below or above min/max\n\tvalues the material is assumed to have failed.\n\tFrom that point on, zero values are returned for the tangent\n\tand stress/force/rotation.\n\t
QUESTION: Material:#CB#(_)
VALUE: MinMax
TKWIDGET: TK_UpdateInfoBar
QUESTION: Formulation#CB#(Stress-Strain,Force-Deformation,Moment-Rotation)
VALUE: Stress-Strain
DEPENDENCIES: (Stress-Strain,RESTORE,Minimum_strain,#CURRENT#,RESTORE,Maximum_strain,#CURRENT#,HIDE,Minimum_deformation,#CURRENT#,HIDE,Maximum_deformation,#CURRENT#,HIDE,Minimum_rotation,#CURRENT#,HIDE,Maximum_rotation,#CURRENT#,RESTORE,Material_for_defining_stress-strain_behaviour,#CURRENT#,HIDE,Material_for_defining_force-deformation_behaviour,#CURRENT#,HIDE,Material_for_defining_moment-rotation_behaviour,#CURRENT#)
DEPENDENCIES: (Force-Deformation,HIDE,Minimum_strain,#CURRENT#,HIDE,Maximum_strain,#CURRENT#,RESTORE,Minimum_deformation,#CURRENT#,RESTORE,Maximum_deformation,#CURRENT#,HIDE,Minimum_rotation,#CURRENT#,HIDE,Maximum_rotation,#CURRENT#,HIDE,Material_for_defining_stress-strain_behaviour,#CURRENT#,RESTORE,Material_for_defining_force-deformation_behaviour,#CURRENT#,HIDE,Material_for_defining_moment-rotation_behaviour,#CURRENT#)
DEPENDENCIES: (Moment-Rotation,HIDE,Minimum_strain,#CURRENT#,HIDE,Maximum_strain,#CURRENT#,HIDE,Minimum_deformation,#CURRENT#,HIDE,Maximum_deformation,#CURRENT#,RESTORE,Minimum_rotation,#CURRENT#,RESTORE,Maximum_rotation,#CURRENT#,HIDE,Material_for_defining_stress-strain_behaviour,#CURRENT#,HIDE,Material_for_defining_force-deformation_behaviour,#CURRENT#,RESTORE,Material_for_defining_moment-rotation_behaviour,#CURRENT#)
TKWIDGET: MinMax::CheckFieldValues
QUESTION: Material_for_defining_stress-strain_behaviour#MAT#(Uniaxial_Steel_Materials,Standard_Uniaxial_Materials,Uniaxial_Concrete_Materials)
VALUE: Steel01
QUESTION: Material_for_defining_force-deformation_behaviour#MAT#(Uniaxial_Steel_Materials,Standard_Uniaxial_Materials,Uniaxial_Concrete_Materials)
VALUE: Steel01
QUESTION: Material_for_defining_moment-rotation_behaviour#MAT#(Uniaxial_Steel_Materials,Standard_Uniaxial_Materials,Uniaxial_Concrete_Materials)
VALUE: Steel01
QUESTION: Minimum_strain
VALUE: -1.0e16
QUESTION: Maximum_strain
VALUE: 1.0e16
QUESTION: Minimum_deformation#UNITS#
VALUE: -1.0e16 m
QUESTION: Maximum_deformation#UNITS#
VALUE: 1.0e16 m
QUESTION: Minimum_rotation#UNITS#
VALUE: -1.0e16 rad
QUESTION: Maximum_rotation#UNITS#
VALUE: 1.0e16 rad
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
BOOK: Multidimensional_(nD)_Materials
MATERIAL: Elastic_Isotropic
COMMENT: \n\tUpdate material window to assign selected Class/Type.\n\tSelect 'Custom' to enter user values.\n
QUESTION: Material:#CB#(ElasticIsotropic)
VALUE: ElasticIsotropic
TKWIDGET: TK_UpdateInfoBar
QUESTION: Material_type#CB#(Concrete,Steel,Custom)
VALUE: Custom
TKWIDGET: nD::GenerateValues
DEPENDENCIES: (Concrete,RESTORE,Concrete_class,#CURRENT#)
DEPENDENCIES: (Steel,HIDE,Concrete_class,#CURRENT#)
DEPENDENCIES: (Custom,HIDE,Concrete_class,#CURRENT#)
QUESTION: Concrete_class#CB#(C12/15,C16/20,C20/25,C25/30,C30/37,C35/45,C40/50,C45/55,C50/60,C55/67,C60/75,C70/85,C80/95,C90/105)
VALUE: C20/25
QUESTION: Elastic_modulus_E#UNITS#
VALUE: 30GPa
QUESTION: Poisson's_ratio
VALUE: 0.20#WIDTH#(10)
QUESTION: Mass_density#UNITS#
VALUE: 0.0ton/m^3
TKWIDGET: TK_MaterialWikiInfo
END MATERIAL
MATERIAL: Elastic_Orthotropic
COMMENT: \n
QUESTION: Material:#CB#(ElasticOrthotropic)
VALUE: ElasticOrthotropic
TKWIDGET: TK_UpdateInfoBar
QUESTION: Elastic_modulus_Ex#UNITS#
VALUE: 30GPa
QUESTION: Elastic_modulus_Ey#UNITS#
VALUE: 30GPa
QUESTION: Elastic_modulus_Ez#UNITS#
VALUE: 30GPa
QUESTION: Poisson's_ratio_vxy
VALUE: 0.20#WIDTH#(10)
QUESTION: Poisson's_ratio_vyz
VALUE: 0.20#WIDTH#(10)