Sections
Beam Sections
Abaqus Usage |
3DEXPERIENCE Usage |
*BEAM SECTION |
Beam Section |
|
ELSET |
Element nodes created as node groups under the imported mesh
part. Node groups are used as supports. |
|
MATERIAL |
Material |
|
POISSON |
Poisson's ratio
|
|
LUMPED=YES or NO |
Use consistent mass matrix formulation
clear or selected |
|
SECTION=(TYPE) |
Shape
|
|
Data lines:
- Beam profile attributes
- Orientation
|
- Parameter values defining the measurements of the beam cross-section
- Orientation set to Rotate about beam axis
Note:
If the orientation is set to the default (0, 0, -1) or not set and constant
orientation is specified in *NORMAL, this constant orientation is set to
Rotate about beam axis and Define cross
section axis is set to 2-axis.
|
|
*TRANSVERSE SHEAR STIFFNESS |
Transverse shear stiffness: K13 and K23
values |
Beam General Sections
Abaqus Usage |
3DEXPERIENCE Usage |
*BEAM GENERAL SECTION |
Beam Section with the Integrate section
before analysis option selected |
|
ELSET |
Element nodes created as node groups under the imported mesh
part. Node groups are used as supports. |
|
POISSON |
Poisson's ratio
|
|
LUMPED=YES or NO |
Use consistent mass matrix formulation
clear or selected |
|
SECTION=(TYPE) |
Shape
|
|
Data lines:
- Beam profile attributes
- Orientation
- Material
|
- Parameter values defining the measurements of the beam cross-section
- Orientation set to Rotate about beam axis
- Material
Note:
If the orientation is set to the default (0, 0, -1) or not set and constant
orientation is specified in *NORMAL, this constant orientation is set to
Rotate about beam axis and Define cross
section axis is set to 2-axis.
|
|
*TRANSVERSE SHEAR STIFFNESS |
Transverse shear stiffness: K13 and K23
values |
Fluid Sections
Abaqus Usage |
3DEXPERIENCE Usage |
*FLUID SECTION |
Fluid Section
|
|
ELSET |
Group under imported mesh part |
|
MATERIAL |
Material
|
Membrane Sections
Abaqus Usage |
3DEXPERIENCE Usage |
*MEMBRANE SECTION |
Membrane Section
|
|
ELSET |
Group under imported mesh part |
|
MATERIAL |
Material
|
|
ORIENTATION |
Specify orientation
|
|
POISSON |
Poisson's ratio |
|
First parameter at the first data line |
Thickness Distributed thickness
(nodal or element) import is not supported. |
Shell Sections
Abaqus Usage |
3DEXPERIENCE Usage |
*SHELL SECTION |
Shell Section |
|
ELSET |
Group under imported mesh part |
|
MATERIAL |
Material
|
|
OFFSET (SNEG/SPOS) |
Offset definition
|
|
ORIENTATION |
Specify orientation
|
|
POISSON |
Poisson definition
|
|
SECTION INTEGRATION=SIMPSON or GAUSS |
Integration scheme:
Simpson's rule or Gauss quadrature
|
Number of integration points specified on the second data
line. |
Integration points
|
|
*TRANSVERSE SHEAR STIFFNESS |
Transverse shear stiffness: K11, K12,
K22 values |
|
First parameter at the first data line |
Thickness Distributed thickness
(nodal or element) import is not supported. |
Shell General Sections
Abaqus Usage |
3DEXPERIENCE Usage |
*SHELL GENERAL SECTION |
Shell Section with the
Integrate section before analysis option selected |
|
ELSET |
Group under imported mesh part |
|
MATERIAL |
Material
|
|
OFFSET (SNEG/SPOS) |
Offset definition
|
|
ORIENTATION |
Specify orientation
|
|
POISSON |
Poisson definition
|
|
*TRANSVERSE SHEAR STIFFNESS |
Transverse shear stiffness: K11, K12,
K22 values |
|
First parameter at the first data line |
Thickness Distributed thickness
(nodal or element) import is not supported. |
Continuum Shell Sections
Abaqus Usage |
3DEXPERIENCE Usage |
*SHELL SECTION |
Continuum Shell Section, if the element
type is SC6R or SC8R |
|
ELSET |
Group under imported mesh part |
|
MATERIAL |
Material
|
|
ORIENTATION |
Specify orientation
|
|
POISSON |
Poisson definition
|
|
SECTION INTEGRATION=SIMPSON or GAUSS |
Integration scheme:
Simpson's rule or Gauss quadrature
|
Number of integration points specified on the second data
line. |
Integration points
|
Shear Panel Sections
Abaqus Usage |
3DEXPERIENCE Usage |
*SHELL GENERAL SECTION |
Shear Panel Section, if the element
type is SHEAR4 |
|
ELSET |
Group under imported mesh part |
|
MATERIAL |
Material
|
|
First parameter at the first data line |
Thickness Distributed thickness
(nodal or element) import is not supported. |
1D Link Sections
Abaqus Usage |
3DEXPERIENCE Usage |
*SOLID SECTION |
1D Link Section, if the element type is
T3D2 or T3D3 |
|
ELSET |
Group under imported mesh part |
|
MATERIAL |
Material |
|
First parameter at the first data line |
Area |
Solid Sections
Abaqus Usage |
3DEXPERIENCE Usage |
*SOLID SECTION |
Solid Section |
|
ELSET |
Group under imported mesh part |
|
MATERIAL |
Material |
|
ORIENTATION |
Specify orientation |
SPH Particles Sections
Abaqus Usage |
3DEXPERIENCE Usage |
*SOLID SECTION |
SPH Particles, if the ELEMENT
CONVERSION (*SECTION CONTROLS) value is set to BACKGROUND GRID or YES |
|
ELSET |
Group under imported mesh part |
|
MATERIAL |
Material |
|
CONTROLS (*SECTION CONTROLS)
- ELEMENT CONVERSION:
BACKGROUND GRID or YES
- KERNAL:
QUADRATIC, CUBIC, or QUINTIC
- PARTICLE THICKNESS=UNIFORM or VARIABLE
- Data lines (4th line) *SECTION CONTROLS:
- First parameter: Spacing of the background grid or number of particles
to be generated per isoparametric direction
- Second parameter: Threshold value for the conversion criterion
|
Density
- Particle Generation: On background
grid or Per element
- Function order: Second,
Third, or Fifth
- Particle thickness type:
Uniform or Variable
-
- Grid spacing, if ELEMENT CONVERSION=BACKGROUND
GRID; Particles per isoparametric direction, if
ELEMENT CONVERSION=YES
- Criterion, if ELEMENT CONVERSION=YES and
CONVERSION CRITERION=TIME
|
|
ORIENTATION |
Material orientation |
Surface Sections
Abaqus Usage |
3DEXPERIENCE Usage |
*SURFACE SECTION |
Surface Section |
|
ELSET |
Group under imported mesh part |
|
DENSITY |
Density |
Connections
Couplings
Abaqus Usage |
3DEXPERIENCE Usage |
*COUPLING |
Coupling |
|
CONSTRAINT NAME |
Name |
|
REF NODE and SURFACE |
A group named ELSET under the imported mesh part. This group
is selected as the support for the corresponding coupling. |
|
ORIENTATION |
Axis system specification:
Specify. |
|
INFLUENCE RADIUS |
Imported but not visible in the user interface. |
|
*DISTRIBUTING/*KINEMATIC |
First support coupling type:
Distributing or Kinematic. |
Connectors
Abaqus Usage |
3DEXPERIENCE Usage |
*CONNECTOR SECTION |
Connector |
|
ELSET |
Element nodes created as node groups under the imported mesh
part, with the node groups as supports. For single node elements, the second
support is specified as ground. |
|
BEHAVIOR |
Name of the connector behavior |
|
ELIMINATION=NO/YES |
Imported but not exposed in the user interface. (The
ELIMINATION=YES setting is not supported.) |
|
<Assembled Connection Type> |
Type: <Assembled Connection Type>
All types except SLIPRING are supported.
|
|
<Basic translational connection type>, <Basic
rotational connection type> |
Type: Specify;
Translation: <Basic translational connection type>;
Rotation: <Basic rotational connection type> |
|
<Orientation Name 1> |
Axis system definition for first node
of connector element. Only rectangular axis systems are supported. |
|
<Orientation Name 2> |
Axis system definition for second node
of connector element. If only one orientation is specified, use Set
Second Axis System As First. |
*CONNECTOR BEHAVIOR |
Available components definition |
|
NAME |
(The name referred to by *CONNECTOR SECTION) |
|
EXTRAPOLATION, INTEGRATION, REGULARIZE, and RTOL |
Imported only when the default values are specified. |
*CONNECTOR CONSTITUTIVE REFERENCE |
|
|
First (and only) data line: Length-1, -2, -3; Angle-1, -2, -3 |
Length associated with Tx,
Ty, Tz; Angle associated with
Rx, Ry, Rz.
If blank, the default values are initialized from the geometry.
|
*CONNECTOR ELASTICITY |
Elasticity
|
|
NONLINEAR |
Translational/Rotational Stiffness
Type: Nonlinear
If this value is not included, linear translational stiffness is used.
|
|
COMPONENT=1, 2, 3, 4, 5, 6 |
Fx, Fy, Fz,
Mx, My,
Mz |
|
EXTRAPOLATION, FREQUENCY DEPENDENCE, INDEPENDENT COMPONENTS,
REGULARIZE, and RTOL |
Imported only when the default values are specified. |
|
<Value1>,<Value2> |
Stiffness Value: <Value1> (for
Linear Translational/Rotational stiffness) Force/Moment:
<Value1> (for Nonlinear Translational/Rotational stiffness)
Displacement/Rotation: <Value2> (for Nonlinear
Translational/Rotational stiffness)
|
*CONNECTOR DAMPING |
Damping |
|
NONLINEAR |
Translation/Rotation Damping Type:
Nonlinear
If this value is not included, linear translational/rotational damping is used.
|
|
TYPE=VISCOUS |
By default; other damping types not supported |
|
COMPONENT=1, 2, 3, 4, 5, or 6 |
Fx, Fy,
Fz, Mx, My,
or Mz |
|
EXTRAPOLATION, FREQUENCY DEPENDENCE, INDEPENDENT COMPONENTS,
REGULARIZE, and RTOL |
Imported only when the default values are specified. |
|
<Value1>,<Value2> |
Damping Value: <Value1> (for
linear translational/rotational damping type) |
|
|
Force/Moment=<Value1>;
Velocity/Angular Velocity=<Value2> (for nonlinear
translational/rotational damping type) |
Springs
Abaqus Usage |
3DEXPERIENCE Usage |
*SPRING |
Spring |
|
ELSET |
Element nodes created as node groups under imported mesh part,
with the node groups as supports. For single node elements, the second support is
specified as ground. |
|
ELEMENT=SPRINGA |
Spring type: Linear
Axial |
|
ELEMENT=SPRING1 or SPRING2 |
Spring type: Linear
General (For SPRING1 the second support is
Ground.) |
|
NONLINEAR |
Nonlinear elasticity (Axial or General) Only force and
relative displacement are supported.
|
|
ORIENTATION |
Axis system definition:
Specify (only Cartesian systems supported) |
Dashpots
Abaqus Usage |
3DEXPERIENCE Usage |
*DASHPOT |
Connector |
|
ELSET |
Element nodes created as node groups under imported mesh part,
with the node groups as supports. For single node elements, the second support is
specified as ground. |
|
ELEMENT=DASHPOTA |
Connector type:
Axial
|
|
ELEMENT=DASHPOT1 or DASHPOT2 |
Connector type:
General (For DASHPOT1 the second support is
ground.) |
|
NONLINEAR |
Nonlinear damping (only force and velocity supported) |
|
ORIENTATION |
Axis system definition:
Specify (only Cartesian systems
supported) |
Abstractions
Nonstructural Masses
Abaqus Usage |
3DEXPERIENCE Usage |
*NONSTRUCTURAL MASS |
Mass Per Unit Volume, Mass
Per Unit Area, or Mass Per Unit
Length |
|
ELSET |
Group under imported mesh part |
|
UNITS=MASS PER VOLUME, MASS PER AREA, MASS PER LENGTH, or
TOTAL MASS |
Type of Mass: Mass Per Unit
Volume/Area/Length or Total Mass
|
|
DISTRIBUTION=MASS PROPORTIONAL or VOLUME PROPORTIONAL |
Mass Distribution: Mass
Proportional or Volume Proportional
|
|
Magnitude value on the data line |
Magnitude |
Point Masses and Inertia
Abaqus Usage |
3DEXPERIENCE Usage |
*MASS, *ROTARY INERTIA |
Point Inertia |
|
ELSET |
Group under imported mesh part |
|
TYPE=ISOTROPIC |
Imported but not exposed in the user interface. Anisotropic
point inertia are not supported. |
|
Magnitude value on the data line |
Magnitude |
|
ALPHA=0.0 |
Imported but not exposed in the user interface. Import of any
values other than 0.0 is not supported. |
|
ORIENTATION |
Axis system definition:
Specify (only Cartesian systems
supported) |
Rigid Bodies
Abaqus Usage |
3DEXPERIENCE Usage |
*RIGID BODY |
Rigid Body |
|
REF NODE |
Group under the mesh part containing a reference node |
|
ELSET |
Group under imported mesh part |
|
TIE NSET |
Group under the mesh part containing Tie nodes |
|
PIN NSET |
Group under the mesh part containing Pin nodes |
|
POSITION |
Reference point, if one is defined, or
the CENTER OF MASS |
|