SECJOINT
SECJOINT, DataType
,
Val1
, Val2
,
Val3
, Val4
,
Val5
, Val6
Defines local coordinate systems at joint element nodes and other data for joint
elements.
DataType
The type of joint element data being defined:
LSYS
—
Define local coordinate systems at the nodes that form the MPC184 joint element (default).
RDOF
—
Define the relative degrees of freedom to be fixed for an MPC184-General or MPC184-Genb joint element.
PITC
—
Define the pitch of an MPC184-Screw joint element.
FRIC
—
Define the geometric quantities required for Coulomb frictional behavior in the MPC184-Revolute, MPC184-Slot, MPC184-Translational, or MPC184-Spherical joint element.
PNLT
—
Define the penalty factors for the penalty-based joint element formulation.
SPWE
—
Define the spring-damper location for the MPC184-Spotweld joint element.
Val1
,Val2
,Val3
,Val4
,Val5
,Val6
The values of
Val1
throughVal6
vary according to the specifiedDataType
:If
DataType
= LSYS (or blank),Val1
andVal2
are defined as follows:Val1
= Local coordinate system at node I.Val2
= Local coordinate system at node J.( Val3
throughVal6
are not used.)Alternatively, a local coordinate system based on the vector from node I to node J of the joint element can be defined as follows:
Val1
= IJX (or IJY or IJZ), where:IJX = vector from node I to node J is considered as the local X-axis at node I. IJY = vector from node I to node J is considered as the local Y-axis at node I. IJZ = vector from node I to node J is considered as the local Z-axis at node I. ( Val2
throughVal6
are not used.)A local coordinate system is constructed internally based on this vector from node I to J. The program selects the other two axes such that an orthonormal coordinate system is generated. This local coordinate system is used at both the nodes of the joint element in subsequent calculations. If
DataType
= RDOF,Val1
throughVal6
are the relative degrees of freedom to be fixed for a general joint element:1 = UX 2 = UY 3 = UZ 4 = ROTX 5 = ROTY 6 = ROTZ You can input the degrees of freedom in any order. If
DataType
= RDOF,Val1
throughVal6
are the relative degrees of freedom to be fixed for a Genb joint element:1 = UX 2 = UY 3 = UZ 4 = ROTX (first local Z direction) 5 = ROTY (intermediate local X direction) 6 = ROTZ (final local Z direction) You can input the degrees of freedom in any order. If
DataType
= PITC,Val1
is the pitch of the screw joint element. The pitch is defined as the ratio of relative axial displacement (length units) to relative rotation (in radians). (Val2
throughVal6
are not used.)If
DataType
= FRIC,Val1
throughVal3
are defined as follows (andVal4
throughVal6
are not used):For Revolute Joint: Val1
= Outer radiusVal2
= Inner radiusVal3
= Effective lengthFor Translational Joint: Val1
= Effective lengthVal2
= Effective radiusFor Spherical Joint: Val1
= Effective radiusIf
DataType
= PNLT,Val1
andVal2
are defined as follows (andVal3
throughVal6
are not used):Val1
—
Constraint type:
DISP - Displacement-based constraint ROT - Rotation-based constraint Val2
—
Scaling factor (positive number) or penalty factor (negative number) used with the penalty-based joint element formulation:
> 0 -- The number is used as a scaling factor to scale the internally calculated penalty values. < 0 -- The absolute value of the number is used as the penalty factor in calculations. If
DataType
= SPWE,Val1
,Val2
,Val3
, andVal4
are defined as follows:Val1
—
Spring-damper location:
RATIO -- Specify only Val2
(0 <=Val2
<=1), indicating the spring-damper location between nodes I and J. (Val3
throughVal6
are not used.)COORD -- Specify Val2
,Val3
, andVal4
. The values represent the global (X,Y,Z) coordinates, respectively, of the spring-damper location. (Val5
andVal6
are not used.)If
Val1
is not specified, the default is RATIO withVal2
= 0.5.
Notes
This command defines additional section data for MPC184 joint
elements. The values that you input are interpreted based on the most recently issued
SECTYPE command. To overwrite current values, issue another
SECJOINT command with the same DataType
value.
SECJOINT,LSYS,IJX (or IJY or IJZ) is typically used in spotweld applications. The joint element nodes should not be coincidental when this command is used. If the nodes are coincidental, the default global coordinate system applies. Specify axes to conform to the type of joint element used; otherwise, unexpected behavior may occur as the local coordinate system was not properly selected.
SECJOINT,PNLT applies to penalty-based joints only (KEYOPT(2) = 1 on most joint elements) and overwrites the default penalty factor. The default penalty factor (common to all constraints of the joint element) is of the order of 10*Eavg, where Eavg is the average Young’s modulus of the elements attached to the joint element or deduced from the connections to other elements. The penalty factor can affect the constraint satisfaction as well as overall solution convergence.