Abaqus Prescribed Conditions Guide
Abaqus Prescribed Conditions Guide
Applying Boundary Conditions and Loads in a Local Coordinate System
Loads and Predefined Fields Available for Various Procedures
Specifying Relative or Absolute Data
Defining an Actuator Amplitude via Co-Simulation
Using an Amplitude Definition with Boundary Conditions
Using an Amplitude Definition with Secondary Base Motion in Modal Dynamics
Defining Multiple Amplitude Curves
Defining a Normalized Amplitude Curve
Scaling and Shifting Amplitude Curves
Reading the Data from an Alternate File
Baseline Correction in Abaqus/Standard
Reading the Input Data from an External File
Importing Data from an Output Database File
Consistency with Kinematic Constraints
Defining Initial Acoustic Static Pressure
Defining Initial Volume Fraction of Material
Defining Initial Normalized Concentration
Defining Initially Bonded Contact Surfaces
Defining Initial Damage Initiation
Defining the Initial Location of an Enriched Feature
Defining Initial Values of Element Solution-Dependent Variables
Defining Initial Values of Predefined Field Variables
Defining Initial Fluid Electric Potential
Defining Initial Fluid Pressure in Fluid-Filled Structures
Defining Initial Values of State Variables for Plastic Hardening
Defining Elements Initially Open for Tangential Fluid Flow
Defining Initial Ion Concentration
Defining Initial Mass Flow Rates in Forced Convection Heat Transfer Elements
Defining Initial Values of Plastic Strain
Defining Initial Pore Fluid Pressures in a Porous Medium
Defining Initial Pressure Stress in a Mass Diffusion Analysis
Defining Initial Void Ratios in a Porous Medium
Defining a Reference Mesh for Membrane Elements
Defining Initial Relative Density
Defining Initial Angular and Translational Velocity
Defining Initial Saturation for a Porous Medium
Defining Initial Solid Electric Potential
Defining the Initial Values of Solution-Dependent State Variables
Defining Initial Specific Energy for Equations of State
Defining Spud Can Embedment or Spud Can Preload
Defining Elevation-Dependent (Geostatic) Initial Stresses
Defining the Initial Configuration in a One-Step Inverse Analysis
Defining Initial Velocities for Specified Degrees of Freedom
Defining Initial Volume Fractions for Eulerian Elements
Prescribing Boundary Conditions as Model Data
Prescribing Boundary Conditions as History Data
Defining Boundary Conditions That Vary with Time
Defining Boundary Conditions through User Subroutines
Boundary Condition Propagation
Fixing Degrees of Freedom at a Point in an Abaqus/Standard Analysis
Prescribing Boundary Conditions in Linear Perturbation Steps
Prescribing Radial Motion on an Axisymmetric Model
Element-Based Versus Surface-Based Distributed Loads
Varying the Magnitude of a Load
Loading during General Analysis Steps
Loading during Linear Perturbation Steps
Defining Time-Dependent Concentrated Loads
Improving the Rate of Convergence in Large-Displacement Implicit Analysis
Defining Time-Dependent Distributed Loads
Improving the Rate of Convergence in Large-Displacement Implicit Analysis
Defining Distributed Loads in a User Subroutine
Specifying the Region to Which a Distributed Load Is Applied
Surface Tractions and Pressure Loads
Edge Tractions and Moments on Shell Elements and Line Loads on Beam Elements
Fluid Pressure Penetration Loads
Simulating Effects of Fluid Pressure Acting on Surfaces that Consider Contact Conditions
Surface Fluid Pressure Penetration Loading with General Contact
Pairwise Fluid Pressure Penetration Loading with Contact Pairs in Abaqus/Standard
Behavior in Linear Perturbation Steps
Prescribing Heat Fluxes Directly
Prescribing Boundary Convection
Prescribing Boundary Radiation
Defining Time-Dependent Electromagnetic Loads
Modifying Electromagnetic Loads
Prescribing Electromagnetic Loads for Piezoelectric Analyses
Prescribing Electromagnetic Loads for Eddy Current and/or Magnetostatic Analyses
Radiation Boundaries for Exterior Problems
Concentrated Pressure-Conjugate Load
Incident Wave Loading due to External Sources
Defining Pore Fluid Flow as a Function of the Current Pore Pressure in Consolidation Analysis
Prescribing Seepage Flow Velocity and Seepage Flow Directly in Consolidation Analysis
Updating the Normal in a Large-Displacement Analysis
Defining Multiple Pre-Tension Sections
Use with Nodal Transformations
Applying the Prescribed Assembly Load
Limitations When Using Assembly Loads
Specifying Uniform Predefined Temperatures and Fields
Reading Initial Values of a Field from a User-Specified Results File
Reading Initial Values of a Temperature Field from a User-Specified Output Database File
Defining Time-Dependent Fields
Reading the Values of a Field Directly from an Alternate Input File
Reading the Values of a Field from a User-Specified File
Defining the Values of a Predefined Field in a User Subroutine
Defining Solution-Dependent Field Variables
Temperature and Field Variable Compatibility across Elements