김경종
11 KiB
Permanent set in rubberlike materials
Permanent set in rubberlike materials 23.7.1
24. Progressive Damage and Failure
Progressive damage and failure: overview
Progressive damage and failure 24.1.1
Damage and failure for ductile metals
Damage and failure for ductile metals: overview 24.2.1
Damage initiation for ductile metals 24.2.2
Damage evolution and element removal for ductile metals 24.2.3
Damage and failure for fiber-reinforced composites
Damage and failure for fiber-reinforced composites: overview 24.3.1
Damage initiation for fiber-reinforced composites 24.3.2
Damage evolution and element removal for fiber-reinforced composites 24.3.3
Damage and failure for ductile materials in low-cycle fatigue analysis
Damage and failure for ductile materials in low-cycle fatigue analysis: overview 24.4.1
Damage initiation for ductile materials in low-cycle fatigue 24.4.2
Damage evolution for ductile materials in low-cycle fatigue 24.4.3
25. Hydrodynamic Properties
Overview
Hydrodynamic behavior: overview 25.1.1
Equations of state
Equation of state 25.2.1
26. Other Material Properties
Mechanical properties
Material damping 26.1.1
Thermal expansion 26.1.2
Field expansion 26.1.3
Viscosity 26.1.4
Heat transfer properties
Thermal properties: overview 26.2.1
Conductivity 26.2.2
Specific heat 26.2.3
Latent heat 26.2.4
Acoustic properties
Acoustic medium 26.3.1
Mass diffusion properties
Diffusivity 26.4.1
Solubility 26.4.2
Electromagnetic properties
Electrical conductivity 26.5.1
Piezoelectric behavior 26.5.2
Magnetic permeability 26.5.3
Pore fluid flow properties
Pore fluid flow properties 26.6.1
Permeability 26.6.2
Porous bulk moduli 26.6.3
Sorption 26.6.4
Swelling gel 26.6.5
Moisture swelling 26.6.6
User materials
User-defined mechanical material behavior 26.7.1
User-defined thermal material behavior 26.7.2
Volume IV
PART VI ELEMENTS
27. Elements: Introduction
Introduction
Element library: overview 27.1.1
Choosing the element’s dimensionality 27.1.2
Choosing the appropriate element for an analysis type 27.1.3
Section controls 27.1.4
28. Continuum Elements
General-purpose continuum elements
Solid (continuum) elements 28.1.1
One-dimensional solid (link) element library 28.1.2
Two-dimensional solid element library 28.1.3
Three-dimensional solid element library 28.1.4
Cylindrical solid element library 28.1.5
Axisymmetric solid element library 28.1.6
Axisymmetric solid elements with nonlinear, asymmetric deformation 28.1.7
Fluid continuum elements
Fluid (continuum) elements 28.2.1
Fluid element library 28.2.2
Infinite elements
Infinite elements 28.3.1
Infinite element library 28.3.2
Warping elements
Warping elements 28.4.1
Warping element library 28.4.2
29. Structural Elements
Membrane elements
Membrane elements 29.1.1
General membrane element library 29.1.2
Cylindrical membrane element library 29.1.3
Axisymmetric membrane element library 29.1.4
Truss elements
Truss elements 29.2.1
Truss element library 29.2.2
Beam elements
Beam modeling: overview 29.3.1
Choosing a beam cross-section 29.3.2
Choosing a beam element 29.3.3
Beam element cross-section orientation 29.3.4
Beam section behavior 29.3.5
Using a beam section integrated during the analysis to define the section behavior 29.3.6
Using a general beam section to define the section behavior 29.3.7
Beam element library 29.3.8
Beam cross-section library 29.3.9
Frame elements
Frame elements 29.4.1
Frame section behavior 29.4.2
Frame element library 29.4.3
Elbow elements
Pipes and pipebends with deforming cross-sections: elbow elements 29.5.1
Elbow element library 29.5.2
Shell elements
Shell elements: overview 29.6.1
Choosing a shell element 29.6.2
Defining the initial geometry of conventional shell elements 29.6.3
Shell section behavior 29.6.4
Using a shell section integrated during the analysis to define the section behavior 29.6.5
Using a general shell section to define the section behavior 29.6.6
Three-dimensional conventional shell element library 29.6.7
Continuum shell element library 29.6.8
Axisymmetric shell element library 29.6.9
Axisymmetric shell elements with nonlinear, asymmetric deformation 29.6.10
30. Inertial, Rigid, and Capacitance Elements
Point mass elements
Point masses 30.1.1
Mass element library 30.1.2
Rotary inertia elements
Rotary inertia 30.2.1
Rotary inertia element library 30.2.2
Rigid elements
Rigid elements 30.3.1
Rigid element library 30.3.2
Capacitance elements
Point capacitance 30.4.1
Capacitance element library 30.4.2
31. Connector Elements
Connector elements
Connectors: overview 31.1.1
Connector elements 31.1.2
Connector actuation 31.1.3
Connector element library 31.1.4
Connection-type library 31.1.5
Connector element behavior
Connector behavior 31.2.1
Connector elastic behavior 31.2.2
Connector damping behavior 31.2.3
Connector functions for coupled behavior 31.2.4
Connector friction behavior 31.2.5
Connector plastic behavior 31.2.6
Connector damage behavior 31.2.7
Connector stops and locks 31.2.8
Connector failure behavior 31.2.9
Connector uniaxial behavior 31.2.10
32. Special-Purpose Elements
Spring elements
Springs 32.1.1
Spring element library 32.1.2
Dashpot elements
Dashpots 32.2.1
Dashpot element library 32.2.2
Flexible joint elements
Flexible joint element 32.3.1
Flexible joint element library 32.3.2
Distributing coupling elements
Distributing coupling elements 32.4.1
Distributing coupling element library 32.4.2
Cohesive elements
Cohesive elements: overview 32.5.1
Choosing a cohesive element 32.5.2
Modeling with cohesive elements 32.5.3
Defining the cohesive element’s initial geometry 32.5.4
Defining the constitutive response of cohesive elements using a continuum approach 32.5.5
Defining the constitutive response of cohesive elements using a traction-separation description 32.5.6
Defining the constitutive response of fluid within the cohesive element gap 32.5.7
Defining the constitutive response of fluid transitioning from Darcy flow to Poiseuille flow 32.5.8
Two-dimensional cohesive element library 32.5.9
Three-dimensional cohesive element library 32.5.10
Axisymmetric cohesive element library 32.5.11
Gasket elements
Gasket elements: overview 32.6.1
Choosing a gasket element 32.6.2
Including gasket elements in a model 32.6.3
Defining the gasket element’s initial geometry 32.6.4
Defining the gasket behavior using a material model 32.6.5
Defining the gasket behavior directly using a gasket behavior model 32.6.6
Two-dimensional gasket element library 32.6.7
Three-dimensional gasket element library 32.6.8
Axisymmetric gasket element library 32.6.9
Surface elements
Surface elements 32.7.1
General surface element library 32.7.2
Cylindrical surface element library 32.7.3
Axisymmetric surface element library 32.7.4
Tube support elements
Tube support elements 32.8.1
Tube support element library 32.8.2
Line spring elements
Line spring elements for modeling part-through cracks in shells 32.9.1
Line spring element library 32.9.2
Elastic-plastic joints
Elastic-plastic joints 32.10.1
Elastic-plastic joint element library 32.10.2
Drag chain elements
Drag chains 32.11.1
Drag chain element library 32.11.2
Pipe-soil elements
Pipe-soil interaction elements 32.12.1
Pipe-soil interaction element library 32.12.2
Acoustic interface elements
Acoustic interface elements 32.13.1
Acoustic interface element library 32.13.2
Eulerian elements
Eulerian elements 32.14.1
Eulerian element library 32.14.2
Fluid pipe elements
Fluid pipe elements 32.15.1
Fluid pipe element library 32.15.2
Fluid pipe connector elements
Fluid pipe connector elements 32.16.1
Fluid pipe connector element library 32.16.2
User-defined elements
User-defined elements 32.17.1
User-defined element library 32.17.2
33. Particle Elements
Discrete particle elements
Discrete particle elements 33.1.1
Discrete particle element library 33.1.2
Continuum particle elements
Continuum particle elements 33.2.1
Continuum particle element library 33.2.2
PART VII ELEMENT INDEXES
EI.1 Abaqus/Standard Element Index
EI.2 Abaqus/Explicit Element Index
EI.3 Abaqus/CFD Element Index
Volume V
PART VIII PRESCRIBED CONDITIONS
35. Prescribed Conditions
Overview
Prescribed conditions: overview 35.1.1
Amplitude curves 35.1.2
Initial conditions
Initial conditions in Abaqus/Standard and Abaqus/Explicit 35.2.1
Initial conditions in Abaqus/CFD 35.2.2
Boundary conditions
Boundary conditions in Abaqus/Standard and Abaqus/Explicit 35.3.1
Boundary conditions in Abaqus/CFD 35.3.2
Loads
Applying loads: overview 35.4.1
Concentrated loads 35.4.2
Distributed loads 35.4.3
Thermal loads 35.4.4
Electromagnetic loads 35.4.5
Acoustic and shock loads 35.4.6
Pore fluid flow 35.4.7
Prescribed assembly loads
Prescribed assembly loads 35.5.1
Predefined fields
Predefined fields 35.6.1
PART IX CONSTRAINTS
36. Constraints
Overview
Kinematic constraints: overview 36.1.1
Multi-point constraints
Linear constraint equations 36.2.1
General multi-point constraints 36.2.2
Kinematic coupling constraints 36.2.3
Surface-based constraints
Mesh tie constraints 36.3.1
Coupling constraints 36.3.2
Shell-to-solid coupling 36.3.3
Mesh-independent fasteners 36.3.4
Embedded elements
Embedded elements 36.4.1
Element end release
Element end release 36.5.1
Overconstraint checks
Overconstraint checks 36.6.1
PART X INTERACTIONS
37. Defining Contact Interactions
Overview
Contact interaction analysis: overview 37.1.1
Defining general contact in Abaqus/Standard
Defining general contact interactions in Abaqus/Standard 37.2.1
Surface properties for general contact in Abaqus/Standard 37.2.2
Contact properties for general contact in Abaqus/Standard 37.2.3
Controlling initial contact status in Abaqus/Standard 37.2.4
Stabilization for general contact in Abaqus/Standard 37.2.5
Numerical controls for general contact in Abaqus/Standard 37.2.6
Defining contact pairs in Abaqus/Standard
Defining contact pairs in Abaqus/Standard 37.3.1
Assigning surface properties for contact pairs in Abaqus/Standard 37.3.2
Assigning contact properties for contact pairs in Abaqus/Standard 37.3.3
Modeling contact interference fits in Abaqus/Standard 37.3.4
Adjusting initial surface positions and specifying initial clearances in Abaqus/Standard contact pairs 37.3.5
Adjusting contact controls in Abaqus/Standard 37.3.6
Defining tied contact in Abaqus/Standard 37.3.7
Extending master surfaces and slide lines 37.3.8