P3 Guide
User manual for P3
Table of contents
Document Outline
- Trademarks and Legal Notices
- ABAQUS Offices and Representatives
- Preface
- Contents
- 9. I
- 9.1 * IMPEDANCE: Define impedances for acoustic analysis.
- Required, mutually exclusive parameters:
- Optional parameter:
- Data line to define an impedance for PROPERTY, NONREFLECTING = PLANAR, or NONREFLECTING = IMPROVED:
- Data line to define an absorbing boundary impedance for NONREFLECTING = CIRCULAR or NONREFLECTING = SPHERICAL:
- Data line to define an absorbing boundary impedance for NONREFLECTING = ELLIPTICAL or NONREFLECTING = PROLATE SPHEROIDAL:
- 9.2 * IMPEDANCE PROPERTY: Define the impedance parameters for an acoustic medium boundary.
- 9.3 * IMPERFECTION: Introduce geometric imperfections for postbuckling analysis.
- Optional parameters (mutually exclusive-if neither parameter is specified, ABAQUS assumes that the imperfection data will be entered directl
- Required parameter if the FILE parameter is used:
- Optional parameters if the FILE parameter is used:
- Optional parameter if the FILE parameter is omitted:
- Data lines to define the imperfection as a linear superposition of mode shapes from the results file:
- Data line to define the imperfection based on the solution of a static analysis from the results file:
- Data lines to define the imperfection if the FILE and INPUT parameters are omitted:
- 9.4 * IMPORT: Import information from a previous ABAQUS/Explicit or ABAQUS/Standard analysis.
- 9.5 * IMPORT CONTROLS: Specify tolerances used in importing model and results data.
- 9.6 * IMPORT ELSET: Import element set definitions from a previous ABAQUS/Explicit or ABAQUS/Standard analysis.
- 9.7 * IMPORT NSET: Import node set definitions from a previous ABAQUS/Explicit or ABAQUS/Standard analysis.
- 9.8 * INCIDENT WAVE: Define incident wave loading for a blast or scattering load on a boundary.
- 9.9 * INCIDENT WAVE FLUID PROPERTY: Define the fluid properties associated with an incident wave.
- 9.10 * INCIDENT WAVE INTERACTION: Define incident wave loading for a blast or scattering load on a surface.
- 9.11 * INCIDENT WAVE INTERACTION PROPERTY: Define the geometric data and fluid properties describing an incident wave.
- 9.12 * INCIDENT WAVE PROPERTY: Define the geometric data describing an incident wave.
- 9.13 * INCIDENT WAVE REFLECTION: Define the reflection load on a surface caused by incident wave fields.
- 9.14 * INCLUDE: Reference an external file containing ABAQUS input data.
- 9.15 * INCREMENTATION OUTPUT: Define output database requests for time incrementation data.
- 9.16 * INELASTIC HEAT FRACTION: Define the fraction of the rate of inelastic dissipation that appears as a heat source.
- 9.17 * INERTIA RELIEF: Apply inertia-based load balancing.
- 9.18 * INITIAL CONDITIONS: Specify initial conditions for the model.
- Required parameters:
- Optional parameters:
- Data line for TYPE = ACOUSTIC STATIC PRESSURE:
- Data lines for TYPE = CONCENTRATION:
- Data lines for TYPE = CONTACT:
- Data lines for TYPE = FIELD, VARIABLE = n:
- No data lines are required for TYPE = FIELD, VARIABLE = n, FILE = file, STEP = step, INC = inc .
- Data lines for TYPE = FLUID PRESSURE:
- Data lines to prescribe initial equivalent plastic strain or backstresses using TYPE = HARDENING if the REBAR, SECTION POINTS, and USER para
- Data lines to prescribe initial volumetric compacting plastic strain for the crushable foam model using TYPE = HARDENING:
- Data lines for TYPE = HARDENING, REBAR:
- No data lines are required for TYPE = HARDENING, USER .
- Data lines for TYPE = HARDENING, SECTION POINTS:
- Data lines for TYPE = INITIAL GAP:
- Data lines for TYPE = MASS FLOW RATE:
- Data lines to prescribe initial plastic strains using TYPE = PLASTIC STRAIN if the REBAR and SECTION POINTS parameters are omitted:
- Data lines for TYPE = PLASTIC STRAIN, REBAR:
- Data lines for TYPE = PLASTIC STRAIN, SECTION POINTS:
- Data lines for TYPE = PORE PRESSURE if the USER parameter is omitted:
- No data lines are required for TYPE = PORE PRESSURE, USER .
- Data lines for TYPE = POROSITY:
- Data lines for TYPE = PRESSURE STRESS:
- No data lines are required for TYPE = PRESSURE STRESS, FILE = file, STEP = step, INC = inc .
- Data lines for TYPE = RATIO if the USER parameter is omitted:
- No data lines are required for TYPE = RATIO, USER .
- Data lines for TYPE = REF COORDINATE:
- Data lines for TYPE = RELATIVE DENSITY:
- Data lines for TYPE = ROTATING VELOCITY:
- Data lines for TYPE = SATURATION:
- Data lines for TYPE = SOLUTION if the USER and REBAR parameters are omitted:
- Data lines for TYPE = SOLUTION, REBAR:
- No data lines are required for TYPE = SOLUTION, USER .
- Data lines for TYPE = SPECIFIC ENERGY:
- Data lines for TYPE = SPUD EMBEDMENT:
- Data lines for TYPE = SPUD PRELOAD:
- Data lines for TYPE = STRESS if the GEOSTATIC, REBAR, SECTION POINTS, and USER parameters are omitted:
- Data lines for TYPE = STRESS, GEOSTATIC:
- Data lines for TYPE = STRESS, REBAR:
- Data lines for TYPE = STRESS, SECTION POINTS:
- No data lines are required for TYPE = STRESS, USER .
- Data lines for TYPE = TEMPERATURE:
- No data lines are required for TYPE = TEMPERATURE, FILE = file, STEP = step, INC = inc .
- No data lines are required for TYPE = TEMPERATURE, MIDSIDE, FILE = file, STEP = step, INC = inc .
- No data lines are required for TYPE = TEMPERATURE, INTERPOLATE, FILE = file, STEP = step, INC = inc .
- Data lines for TYPE = VELOCITY:
- 9.19 * INSTANCE: Begin an instance definition.
- Required parameters if the instance is not imported from a previous analysis:
- Required parameter if the instance is to be imported from a previous analysis:
- Optional import parameter:
- Data line to translate an instance that is not imported from a previous analysis:
- Data lines to translate and/or rotate an instance that is not imported from a previous analysis:
- There are no data lines for an instance that is imported from a previous analysis.
- 9.20 * INTEGRATED OUTPUT: Specify variables integrated over a surface to be written to the output database.
- 9.21 * INTEGRATED OUTPUT SECTION: Define an integrated output section over a surface with a local coordinate system and a reference point.
- 9.22 * INTERACTION OUTPUT: Specify spot weld interaction variables to be written to the output database.
- 9.23 * INTERACTION PRINT: Define print requests for spot weld interaction variables.
- 9.24 * INTERFACE: Define properties for contact elements.
- Required parameter:
- Optional parameter:
- Data line for ITT -type elements:
- Data lines for ISL21A and ISL22A elements:
- Data lines for IRS -type elements for use with axisymmetric elements:
- Data line for ASI1 elements:
- Data line for ASI -type elements for use with 2-D elements:
- Data lines for ASI -type elements for use with axisymmetric elements or 3-D elements:
- 9.25 * ITS: Define properties for ITS elements.
- 9.1 * IMPEDANCE: Define impedances for acoustic analysis.
- 10. J
- 10.1 * JOINT: Define properties for JOINTC elements.
- 10.2 * JOINT ELASTICITY: Specify elastic properties for elastic-plastic joint elements.
- 10.3 * JOINT PLASTICITY: Specify plastic properties for elastic-plastic joint elements.
- 10.4 * JOINTED MATERIAL: Specify the jointed material model.
- 10.5 * JOULE HEAT FRACTION: Define the fraction of electric energy released as heat.
- 11. K
- 11.1 * KAPPA: Specify the material parameters and for mass diffusion driven by gradients of temperature and equivalent pressure stress, resp
- 11.2 * KINEMATIC: Define a kinematic coupling constraint.
- 11.3 * KINEMATIC COUPLING: Constrain all or specific degrees of freedom of a set of nodes to the rigid body motion of a reference node.
- 12. L
- 13. M
- 13.1 * MAP SOLUTION: Map a solution from an old mesh to a new mesh.
- 13.2 * MASS: Specify a point mass.
- 13.3 * MASS DIFFUSION: Transient or steady-state uncoupled mass diffusion analysis.
- 13.4 * MASS FLOW RATE: Specify fluid mass flow rate in a heat transfer analysis.
- 13.5 * MATERIAL: Begin the definition of a material.
- 13.6 * MATRIX: Read in the stiffness or mass matrix for a linear user element.
- 13.7 * MATRIX ASSEMBLE: Define stiffness or mass matrices for a part of the model.
- 13.8 * MATRIX INPUT: Read in a matrix for a part of the model.
- 13.9 * MEMBRANE SECTION: Specify section properties for membrane elements.
- 13.10 * MODAL DAMPING: Specify damping for modal dynamic analysis.
- Optional, mutually exclusive parameters:
- Optional parameter:
- Data lines to define a fraction of critical damping by specifying mode numbers ( MODAL = DIRECT and DEFINITION = MODE NUMBERS ):
- Data lines to define Rayleigh damping by specifying mode numbers ( RAYLEIGH and DEFINITION = MODE NUMBERS ):
- Data lines to define composite modal damping ( MODAL = COMPOSITE ):
- Data lines to define structural damping by specifying mode numbers ( STRUCTURAL and DEFINITION = MODE NUMBERS ):
- Data lines to define a fraction of critical damping by specifying frequency ranges ( MODAL = DIRECT and DEFINITION = FREQUENCY RANGE ):
- Data lines to define Rayleigh damping by specifying frequency ranges ( RAYLEIGH and DEFINITION = FREQUENCY RANGE ):
- Data lines to define structural damping by specifying frequency ranges ( STRUCTURAL and DEFINITION = FREQUENCY RANGE ):
- 13.11 * MODAL DYNAMIC: Dynamic time history analysis using modal superposition.
- 13.12 * MODAL FILE: Write generalized coordinate (modal amplitude) data or eigendata to the results file during a mode-based dynamic or eige
- 13.13 * MODAL OUTPUT: Write generalized coordinate (modal amplitude) data to the output database during a mode-based dynamic or complex eige
- 13.14 * MODAL PRINT: Print generalized coordinate (modal amplitude) data during a mode-based dynamic procedure.
- 13.15 * MODEL CHANGE: Remove or reactivate elements and contact pairs.
- 13.16 * MOHR COULOMB: Specify the Mohr-Coulomb plasticity model.
- 13.17 * MOHR COULOMB HARDENING: Specify hardening for the Mohr-Coulomb plasticity model.
- 13.18 * MOISTURE SWELLING: Define moisture-driven swelling.
- 13.19 * MOLECULAR WEIGHT: Define the molecular weight of an ideal gas species.
- 13.20 * MONITOR: Define a degree of freedom to monitor.
- 13.21 * MOTION: Specify motions as a predefined field.
- 13.22 * MPC: Define multi-point constraints.
- 13.23 * MULLINS EFFECT: Specify Mullins effect material parameters for elastomers.
- Optional, mutually exclusive parameters:
- Optional parameters:
- To define the material behavior by giving test data:
- Data lines to define the material constants if both the TEST DATA INPUT and USER parameters are omitted:
- Data lines to define the material properties if the USER parameter is specified:
- 13.24 * M1: Define the first bending moment behavior of beams.
- 13.25 * M2: Define the second bending moment behavior of beams.
- 14. N
- 14.1 * NCOPY: Create nodes by copying.
- 14.2 * NFILL: Fill in nodes in a region.
- 14.3 * NGEN: Generate incremental nodes.
- 14.4 * NMAP: Map nodes from one coordinate system to another.
- 14.5 * NO COMPRESSION: Introduce a compressive failure theory (tension only materials).
- 14.6 * NO TENSION: Introduce a tension failure theory (compression only material).
- 14.7 * NODAL THICKNESS: Define shell or membrane thickness at nodes.
- 14.8 * NODE: Specify nodal coordinates.
- 14.9 * NODE FILE: Define results file requests for nodal data.
- 14.10 * NODE OUTPUT: Define output database requests for nodal data.
- One of the following mutually exclusive parameters is required when the * NODE OUTPUT option is used in conjunction with the * OUTPUT, HISTO
- Optional parameters when the * NODE OUTPUT option is used in conjunction with the * OUTPUT, FIELD option:
- Optional parameter:
- Data lines to request nodal output:
- 14.11 * NODE PRINT: Define print requests for nodal variables.
- 14.12 * NODE RESPONSE: Define nodal responses for design sensitivity analysis.
- 14.13 * NONSTRUCTURAL MASS: Specify mass contribution to the model from nonstructural features.
- 14.14 * NORMAL: Specify a particular normal direction.
- 14.15 * NSET: Assign nodes to a node set.
- 15. O
- 15.1 * ORIENTATION: Define a local axis system for material or element property definition, for kinematic coupling constraints, for free dir
- Required parameter:
- Optional parameters:
- Data lines to define an orientation using DEFINITION = COORDINATES:
- Data lines to define an orientation using DEFINITION = NODES:
- Data lines to define an orientation using DEFINITION = OFFSET TO NODES:
- To define an orientation using a user subroutine ( SYSTEM = USER ):
- 15.2 * ORNL: Specify constitutive model developed by Oak Ridge National Laboratory.
- 15.3 * OUTPUT: Define output requests to the output database.
- Using * OUTPUT in an ABAQUS/Standard analysis
- Using * OUTPUT in an ABAQUS/Explicit analysis
- One of the following mutually exclusive parameters is required:
- The following parameters are optional and valid only if the FIELD parameter is included:
- The following parameters are optional and valid only if the HISTORY parameter is included:
- The following parameters are optional and valid only if the FIELD or HISTORY parameter is included:
- 15.1 * ORIENTATION: Define a local axis system for material or element property definition, for kinematic coupling constraints, for free dir
- 16. P, Q
- 16.1 * PARAMETER: Define parameters for input parametrization.
- 16.2 * PARAMETER DEPENDENCE: Define dependence table for tabularly dependent parameters.
- 16.3 * PARAMETER SHAPE VARIATION: Define parametric shape variations.
- Required parameter:
- Optional parameters (mutually exclusive-if neither parameter is specified, ABAQUS assumes that the shape variation data will be entered dire
- Required parameter if the FILE parameter is used:
- Optional parameters if the FILE parameter is used:
- Optional parameter if the FILE parameter is omitted:
- Data lines to define the shape variation if the FILE and INPUT parameters are omitted:
- 16.4 * PART: Begin a part definition.
- 16.5 * PERIODIC: Define periodic symmetry for a cavity radiation heat transfer analysis.
- 16.6 * PERMEABILITY: Define permeability for pore fluid flow.
- Optional parameters:
- Required parameter when fully saturated material properties are defined:
- Data lines to define fully saturated isotropic permeability ( TYPE = ISOTROPIC ):
- Data lines to define fully saturated orthotropic permeability ( TYPE = ORTHOTROPIC ):
- Data lines to define fully saturated anisotropic permeability ( TYPE = ANISOTROPIC ):
- Data lines to define the dependence of permeability on saturation of the wetting liquid, k s (s) ( TYPE = SATURATION ):
- Data lines to define the velocity coefficient, β (e) ( TYPE = VELOCITY ):
- 16.7 * PHYSICAL CONSTANTS: Specify physical constants.
- 16.8 * PIEZOELECTRIC: Specify piezoelectric material properties.
- 16.9 * PIPE-SOIL INTERACTION: Specify element properties for pipe-soil interaction elements.
- 16.10 * PIPE-SOIL STIFFNESS: Define constitutive behavior for pipe-soil interaction elements.
- Optional parameters:
- The following optional parameters can be used only in combination with TYPE = USER:
- Data lines to define linear constitutive behavior ( TYPE = LINEAR ):
- Data lines to define nonlinear constitutive behavior ( TYPE = NONLINEAR ):
- Data lines to define constitutive behavior using the ASCE formula for sand in the axial direction ( TYPE = SAND, DIRECTION = AXIAL ):
- Data lines to define constitutive behavior using the ASCE formula for clay in the axial direction ( TYPE = CLAY, DIRECTION = AXIAL ):
- Data lines to define constitutive behavior using the ASCE formula for sand in the vertical direction ( TYPE = SAND, DIRECTION = VERTICAL ):
- Data lines to define constitutive behavior using the ASCE formula for clay in the vertical direction ( TYPE = CLAY, DIRECTION = VERTICAL ):
- Data lines to define constitutive behavior using the ASCE formula for sand in the horizontal direction ( TYPE = SAND, DIRECTION = HORIZONTAL
- Data lines to define constitutive behavior using the ASCE formula for clay in the horizontal direction ( TYPE = CLAY, DIRECTION = HORIZONTAL
- Data lines if the constitutive behavior is defined in user subroutine UMAT ( TYPE = USER ):
- 16.11 * PLANAR TEST DATA: Used to provide planar test (or pure shear) data (compression and/or tension).
- 16.12 * PLASTIC: Specify a metal plasticity model.
- Optional parameter:
- Optional parameter for use with HARDENING = ISOTROPIC or HARDENING = COMBINED:
- Optional parameter for use with HARDENING = ISOTROPIC:
- Optional parameter for use with HARDENING = COMBINED:
- Optional parameter for use with HARDENING = USER:
- Data lines for HARDENING = ISOTROPIC or HARDENING = COMBINED with DATA TYPE = HALF CYCLE:
- Data lines for HARDENING = COMBINED with DATA TYPE = STABILIZED:
- Data lines for HARDENING = COMBINED with DATA TYPE = PARAMETERS:
- Data lines for HARDENING = KINEMATIC:
- Data line for HARDENING = JOHNSON COOK:
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