HyperMesh and BatchMesher

Equations

Equations

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Equations

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Equation entities contain mathematical equations that define more complex loads. They are used to define linear constraints in local and global coordinate systems.

The following panels can be used to create and edit equations:

Equations

Load Types

 

The data names associated with equation loads can be found in the data names section of the HyperMesh Reference Guide.

 

Solver Card Support for Equations


hmtoggle_arrow1OptiStruct

Supported Card

Solver Description

Supported Load Types

Notes

MPC

Defines a multipoint constraint equation of the form.

Equation

 

hmtoggle_arrow1Abaqus

Each load or constraint must belong to a load collector.  Loads or constraints in history data (under *STEP) should be organized into load collectors with HISTORY card image.  These load collectors need to be added to a load step from the Load Steps panel.  Loads or constraints in model data, however, should be organized into load collectors with the INITIAL_CONDITION card image.  These load collectors do not need to be added to a load step.  All Loads and Boundary conditions are recommended to be defined from the Step Manager in the Abaqus user profile.

Note:If a **HMLOAD_SETS_EXPAND comment is found in the input file, all loads and boundary conditions on sets are expanded to individual nodes and elements.

Supported Card

Solver Description

Supported Load Types

Supported Parameters

*EQUATION

Define linear multi-point constraints

Equations

Explicit node IDs are supported.  Node sets are not supported.

Equations are considered as  loads and therefore, they are collected in load collectors.  Upon export, they write to the bulk data portion of the Abaqus deck.

 

hmtoggle_arrow1ANSYS

Supported Card

Solver Description

Supported Load Types

Notes

CE

Defines a constraint equation relating to degrees of freedom.

Equation

 

hmtoggle_arrow1LS-DYNA

Several load types cause three cards to be output for x, y, and z components.  During input, these are grouped into one load. Loads cannot be applied to sets, components, or boxes.  Load curves are input and output.  Use the Card Editor to select load curves.

Load cards cannot be edited.

Supported Card

Solver Description

Supported Load Types

Notes

*CONSTRAINED_LINEAR

Define linear constraint equations between displacements and rotations, which can be defined in a local coordinate system.

Equations

 

*CONSTRAINED_LINEAR_
GLOBAL

Define linear constraint equations between displacements and rotations, which can be defined in global coordinate systems.

Equations

 

hmtoggle_arrow1MADYMO

Supported Card

Solver Description

Supported Load Types

Notes

CONSTRAINT.LINEAR

Linear constraint for FE nodes.

independent node + dependent nodes = references to nodes representing GROUP_LIST

dof1 = DOF_DX
dof2 = DOF_DY
dof3 = DOF_DZ
dof4 = DOF_RX
dof5 = DOF_RY
dof6 = DOF_RZ

In the Element Types panel, select CONSTRAINT for element type = rigid.

EQUATION.MASTER

Dependent part of linear constraint equation (eliminated degree of freedom).

node = NODE_ID

Select:
dof1 for DIRECTION = D1
dof2 for DIRECTION = D2
dof3 for DIRECTION= D3
dof4 for DIRECTION = R1
dof5 for DIRECTION = R2
dof6 for DIRECTION = R3 or an arbitrary DOF for DIRECTION = ALL

w = FACTOR

Select set all DOFs of MASTER NODE equal to the corresponding DOFs of the SLAVE NODE(s) for DIRECTION = ALL.

EQUATION.SLAVE

Independent part linear constraint equation (retained degrees of freedom).

Equations

nodes = NODE_ID

Select:
dof1 for DIRECTION = D1
dof2 for DIRECTION = D2
dof3 for DIRECTION = D3
dof4 for DIRECTION = R1
dof5 for DIRECTION = R2
dof6 for DIRECTION = R3.

w = FACTOR

constant is not used

Each unique combination of a node and a DOF represents one EQUATION.SLAVE.

Select set all DOFs of MASTER NODE equal to the corresponding DOFs of the SLAVE NODE(s) for DIRECTION = ALL.

hmtoggle_arrow1Nastran

Supported Card

Solver Description

Supported Load Types

Notes

MPC

Defines a multipoint constraint equation of the form.

Equation

Individual weight factors can be created on the nodes of an MPC equation using the update functionality in the Equations panel.

Note:Other loads such as SPCADD, MPCADD, FREQ, FREQ1, EIGR, EIGRL, EIGC, EIGP, EIGB, GRAV, and RFORCE are supported as load collectors.
hmtoggle_arrow1Permas

Supported Card

Solver Description

Supported Load Types

Notes

$MPC GENERAL

General linear constraint equation

Equation

For more information on MPC cards and using duplicate ID pools, see the Permas Interface Overview topic.

 

 

See Also:

Include Files

Load Collectors