554 lines
10 KiB
Markdown
554 lines
10 KiB
Markdown
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OI.1 Abaqus/Standard Output Variable Index
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OI.2 Abaqus/Explicit Output Variable Index
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OI.3 Abaqus/CFD Output Variable Index
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# Volume II
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# PART III ANALYSIS PROCEDURES, SOLUTION, AND CONTROL
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# 6. Analysis Procedures
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# Introduction
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Solving analysis problems: overview 6.1.1
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Defining an analysis 6.1.2
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General and linear perturbation procedures 6.1.3
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Multiple load case analysis 6.1.4
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Direct linear equation solver 6.1.5
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Iterative linear equation solver 6.1.6
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# Static stress/displacement analysis
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Static stress analysis procedures: overview 6.2.1
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Static stress analysis 6.2.2
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Eigenvalue buckling prediction 6.2.3
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Unstable collapse and postbuckling analysis 6.2.4
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Quasi-static analysis 6.2.5
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Direct cyclic analysis 6.2.6
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Low-cycle fatigue analysis using the direct cyclic approach 6.2.7
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# Dynamic stress/displacement analysis
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Dynamic analysis procedures: overview 6.3.1
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Implicit dynamic analysis using direct integration 6.3.2
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Explicit dynamic analysis 6.3.3
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Direct-solution steady-state dynamic analysis 6.3.4
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Natural frequency extraction 6.3.5
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Complex eigenvalue extraction 6.3.6
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Transient modal dynamic analysis 6.3.7
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Mode-based steady-state dynamic analysis 6.3.8
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Subspace-based steady-state dynamic analysis 6.3.9
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Response spectrum analysis 6.3.10
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Random response analysis 6.3.11
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# Steady-state transport analysis
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Steady-state transport analysis 6.4.1
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# Heat transfer and thermal-stress analysis
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Heat transfer analysis procedures: overview 6.5.1
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Uncoupled heat transfer analysis 6.5.2
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Fully coupled thermal-stress analysis 6.5.3
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Adiabatic analysis 6.5.4
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# Fluid dynamic analysis
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Fluid dynamic analysis procedures: overview 6.6.1
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Incompressible fluid dynamic analysis 6.6.2
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# Electromagnetic analysis
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Electromagnetic analysis procedures 6.7.1
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Piezoelectric analysis 6.7.2
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Coupled thermal-electrical analysis 6.7.3
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Fully coupled thermal-electrical-structural analysis 6.7.4
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Eddy current analysis 6.7.5
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Magnetostatic analysis 6.7.6
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# Coupled pore fluid flow and stress analysis
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Coupled pore fluid diffusion and stress analysis 6.8.1
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Geostatic stress state 6.8.2
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# Mass diffusion analysis
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Mass diffusion analysis 6.9.1
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# Acoustic and shock analysis
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Acoustic, shock, and coupled acoustic-structural analysis 6.10.1
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# Abaqus/Aqua analysis
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Abaqus/Aqua analysis 6.11.1
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# Annealing
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Annealing procedure 6.12.1
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# 7. Analysis Solution and Control
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# Solving nonlinear problems
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Solving nonlinear problems 7.1.1
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# Analysis convergence controls
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Convergence and time integration criteria: overview 7.2.1
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Commonly used control parameters 7.2.2
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Convergence criteria for nonlinear problems 7.2.3
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Time integration accuracy in transient problems 7.2.4
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# PART IV ANALYSIS TECHNIQUES
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# 8. Analysis Techniques: Introduction
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# Introduction
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Analysis techniques: overview 8.1.1
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# 9. Analysis Continuation Techniques
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# Restarting an analysis
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Restarting an analysis 9.1.1
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# Importing and transferring results
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Transferring results between Abaqus analyses: overview 9.2.1
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Transferring results between Abaqus/Explicit and Abaqus/Standard 9.2.2
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Transferring results from one Abaqus/Standard analysis to another 9.2.3
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Transferring results from one Abaqus/Explicit analysis to another 9.2.4
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# 10. Modeling Abstractions
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# Substructuring
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Using substructures 10.1.1
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Defining substructures 10.1.2
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# Submodeling
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Submodeling: overview 10.2.1
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Node-based submodeling 10.2.2
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Surface-based submodeling 10.2.3
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# Generating matrices
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Generating matrices 10.3.1
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Generating thermal matrices 10.3.2
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# Symmetric model generation, results transfer, and analysis of cyclic symmetry models
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Symmetric model generation 10.4.1
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Transferring results from a symmetric mesh or a partial three-dimensional mesh to a full three-dimensional mesh 10.4.2
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Analysis of models that exhibit cyclic symmetry 10.4.3
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# Periodic media analysis
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Periodic media analysis 10.5.1
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# Meshed beam cross-sections
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Meshed beam cross-sections 10.6.1
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# Modeling discontinuities as an enriched feature using the extended finite element method
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Modeling discontinuities as an enriched feature using the extended finite element method 10.7.1
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# 11. Special-Purpose Techniques
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# Inertia relief
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Inertia relief 11.1.1
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# Mesh modification or replacement
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Element and contact pair removal and reactivation 11.2.1
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# Geometric imperfections
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Introducing a geometric imperfection into a model 11.3.1
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# Fracture mechanics
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Fracture mechanics: overview 11.4.1
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Contour integral evaluation 11.4.2
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Crack propagation analysis 11.4.3
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# Surface-based fluid modeling
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Surface-based fluid cavities: overview 11.5.1
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Fluid cavity definition 11.5.2
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Fluid exchange definition 11.5.3
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Inflator definition 11.5.4
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# Mass scaling
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Mass scaling 11.6.1
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# Selective subcycling
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Selective subcycling 11.7.1
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# Steady-state detection
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Steady-state detection 11.8.1
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# 12. Adaptivity Techniques
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# Adaptivity techniques: overview
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Adaptivity techniques 12.1.1
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# ALE adaptive meshing
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ALE adaptive meshing: overview 12.2.1
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Defining ALE adaptive mesh domains in Abaqus/Explicit 12.2.2
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ALE adaptive meshing and remapping in Abaqus/Explicit 12.2.3
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Modeling techniques for Eulerian adaptive mesh domains in Abaqus/Explicit 12.2.4
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Output and diagnostics for ALE adaptive meshing in Abaqus/Explicit 12.2.5
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Defining ALE adaptive mesh domains in Abaqus/Standard 12.2.6
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ALE adaptive meshing and remapping in Abaqus/Standard 12.2.7
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# Adaptive remeshing
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Adaptive remeshing: overview 12.3.1
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Selection of error indicators influencing adaptive remeshing 12.3.2
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Solution-based mesh sizing 12.3.3
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# Analysis continuation after mesh replacement
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Mesh-to-mesh solution mapping 12.4.1
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# 13. Optimization Techniques
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# Structural optimization: overview
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Structural optimization: overview 13.1.1
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# Optimization models
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Design responses 13.2.1
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Objectives and constraints 13.2.2
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Creating Abaqus optimization models 13.2.3
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# 14. Eulerian Analysis
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# Eulerian analysis
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Eulerian analysis 14.1.1
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Defining Eulerian boundaries 14.1.2
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Eulerian mesh motion 14.1.3
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Defining adaptive mesh refinement in the Eulerian domain 14.1.4
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# 15. Particle Methods
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# Discrete element method
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Discrete element method 15.1.1
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# Continuum particle analyses
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Smoothed particle hydrodynamics 15.2.1
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Finite element conversion to SPH particles 15.2.2
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# Particle generator
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Particle generator 15.3.1
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# 16. Sequentially Coupled Multiphysics Analyses
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# Sequentially coupled multiphysics analyses
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Predefined fields for sequential coupling 16.1.1
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Sequentially coupled thermal-stress analysis 16.1.2
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Predefined loads for sequential coupling 16.1.3
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# 17. Co-simulation
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# Co-simulation
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Co-simulation: overview 17.1.1
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# Preparing an Abaqus analysis for co-simulation
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Preparing an Abaqus analysis for co-simulation 17.2.1
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# Co-simulation between Abaqus solvers
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Structural-to-structural co-simulation 17.3.1
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Fluid-to-structural and conjugate heat transfer co-simulation 17.3.2
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Electromagnetic-to-structural and electromagnetic-to-thermal co-simulation 17.3.3
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Executing a co-simulation 17.3.4
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# Co-simulation using Abaqus and discrete models
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Structural-to-logical co-simulation 17.4.1
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# 18. Extending Abaqus Analysis Functionality
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# User subroutines and utilities
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User subroutines: overview 18.1.1
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Available user subroutines 18.1.2
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Available utility routines 18.1.3
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# 19. Design Sensitivity Analysis
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# Design sensitivity analysis
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Design sensitivity analysis 19.1.1
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# 20. Parametric Studies
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# Scripting parametric studies
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Scripting parametric studies 20.1.1
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# Parametric studies: commands
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aStudy.combine(): Combine parameter samples for parametric studies. 20.2.1
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aStudy.constrain(): Constrain parameter value combinations in parametric studies. 20.2.2
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# CONTENTS
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aStudy.define(): Define parameters for parametric studies. 20.2.3
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aStudy.execute(): Execute the analysis of parametric study designs. 20.2.4
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aStudy.gather(): Gather the results of a parametric study. 20.2.5
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aStudy.generate(): Generate the analysis job data for a parametric study. 20.2.6
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aStudy.output(): Specify the source of parametric study results. 20.2.7
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aStudy=ParStudy(): Create a parametric study. 20.2.8
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aStudy.report(): Report parametric study results. 20.2.9
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aStudy.sample(): Sample parameters for parametric studies. 20.2.10
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# Volume III
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# PART V MATERIALS
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# 21. Materials: Introduction
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# Introduction
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Material library: overview 21.1.1
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Material data definition 21.1.2
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Combining material behaviors 21.1.3
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# General properties
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Density 21.2.1
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# 22. Elastic Mechanical Properties
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# Overview
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Elastic behavior: overview 22.1.1
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# Linear elasticity
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Linear elastic behavior 22.2.1
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No compression or no tension 22.2.2
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Plane stress orthotropic failure measures 22.2.3
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# Porous elasticity
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Elastic behavior of porous materials 22.3.1
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# Hypoelasticity
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Hypoelastic behavior 22.4.1
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# Hyperelasticity
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Hyperelastic behavior of rubberlike materials 22.5.1
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Hyperelastic behavior in elastomeric foams 22.5.2
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Anisotropic hyperelastic behavior 22.5.3
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# Stress softening in elastomers
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Mullins effect 22.6.1
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Energy dissipation in elastomeric foams 22.6.2
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# Linear viscoelasticity
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Time domain viscoelasticity 22.7.1
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Frequency domain viscoelasticity 22.7.2
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# Nonlinear viscoelasticity
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Hysteresis in elastomers 22.8.1
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Parallel rheological framework 22.8.2
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# Rate sensitive elastomeric foams
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Low-density foams 22.9.1
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# 23. Inelastic Mechanical Properties
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# Overview
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Inelastic behavior 23.1.1
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# Metal plasticity
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Classical metal plasticity 23.2.1
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Models for metals subjected to cyclic loading 23.2.2
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Rate-dependent yield 23.2.3
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Rate-dependent plasticity: creep and swelling 23.2.4
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Annealing or melting 23.2.5
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Anisotropic yield/creep 23.2.6
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Johnson-Cook plasticity 23.2.7
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Dynamic failure models 23.2.8
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Porous metal plasticity 23.2.9
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Cast iron plasticity 23.2.10
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Two-layer viscoplasticity 23.2.11
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ORNL – Oak Ridge National Laboratory constitutive model 23.2.12
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Deformation plasticity 23.2.13
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# Other plasticity models
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Extended Drucker-Prager models 23.3.1
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Modified Drucker-Prager/Cap model 23.3.2
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Mohr-Coulomb plasticity 23.3.3
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Critical state (clay) plasticity model 23.3.4
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Crushable foam plasticity models 23.3.5
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# Fabric materials
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Fabric material behavior 23.4.1
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# Jointed materials
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Jointed material model 23.5.1
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# Concrete
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Concrete smeared cracking 23.6.1
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Cracking model for concrete 23.6.2
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Concrete damaged plasticity 23.6.3
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