DVMBRL2

Bulk Data Entry Relates a design variable to properties of MBD entities using a relationship defined by a DEQATN card. The equation inputs come from the referenced DESVAR values and the constants defined on the DTABLE card.

Format

(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
DVMBRL2 ID PTYPE BID/

EID

PNAME     EQID    
  DESVAR DVID1 DVID2 DVID3 DVID4 DVID5 DVID6 DVID7  
    DVID8 DVID9 etc.          
  DTABLE LABL1 LABL2 LABL3 LABL4 LABL5 LABL6 LABL7  
    LABL8 etc.            

Definitions

Field Contents SI Unit Example
ID Relationship identity. ID must be unique with respect to other DVMBRL1 and DVMBRL2 cards.

No default (Integer > 0)

 
TYPE Property type to be related. 1

No default (Character)

 
BID/EID Body ID or Element ID number. When TYPE is PRBODY, this field is the ID number of a rigid body. When TYPE is CMBUSH(M), CMBEAM(M), or CMSPDP(m), this field is the ID number of a corresponding element.

No default (Integer > 0)

 
PNAME Property name, such as "A" or "L" (as in the documentation of the PRBODY, CMBEAM(M), CMBUSH(M), and CMSPDP(M) cards).

No default (Character or Integer > 0)

 
EQID Equation ID of DEQATN data.

No default (Integer > 0)

 
DESVAR Indicates DESVAR ID numbers follow.  
DVIDi DESVAR ID.

No default (Integer > 0)

 
DTABLE Indicates DTABLE labels follow.  
LABLi Constant label on DTABLE card.

No default (Character)

 

Comments

  1. Property type table:
    PRBODY
    IXX
    IYY
    IZZ
    IXY
    IXZ
    X
    X component of center of gravity.
    Y
    Y component of center of gravity.
    Z
    Z component of center of gravity.
    CMBEAM/CMBEAMM
    L
    Undeformed length along the X-axis of the beam.
    A
    Area of the beam cross-section.
    I1
    Area moment of inertia in plane 1 about the neutral axis.
    I2
    Area moment of inertia in plane 1 about the neutral axis.
    J
    Torsional constant.
    K1 ~ K2
    Area factor for shear.
    CMBUSH/CMBUSHM
    K1 ~ K3
    Translational stiffness.
    K4 ~ K6
    Rotational stiffness.
    B1 ~ B3
    Translational damping.
    B4 ~ B6
    Rotational damping.
    P1 ~ P3
    Translational preload.
    P4 ~ P6
    Rotational preload.
    CMSPDP/CMSPDPM
    K
    Stiffness
    B
    Damping
    L
    Unstretched length of spring damper.
    PF
    Preload force.
  2. This card is represented as an optimization design variable property relationship in HyperMesh.