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DVMBRL2

DVMBRL2

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DVMBRL2

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Bulk Data Entry

DVMBREL2 – Relates Design Variables to Properties of MBD Entities via Relationship Defined by User-supplied Equation

Description

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.

 

 

 

 

 

 

 

Field

Contents

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 (see table below).

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:

TYPE

Available PNAME

 

PRBODY

IXX

 

IYY

 

IZZ

 

IXY

 

IXZ

 

IYZ

 

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.

See Also:

Bulk Data Section

Guidelines for Bulk Data Entries

Bulk Data Entries by Function

The Input File