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DVMBRL1

DVMBRL1

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DVMBRL1

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Bulk Data Entry

DVMBRL1 – Relates Design Variables to Properties of MBD Entities

Description

Linearly relates a design variable to properties of an MBD entity using the equation:

dvmbrl1_equation

Format

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

(9)

(10)

DVMBRL1

ID

TYPE

BID/EID

PNAME

 

 

C0

 

 

 

DVID1

COEF1

DVID2

COEF2

etc.

 

 

 

 

hmtoggle_plus1Example 1

To relate the translational x component of stiffness value (K1) on a CMBUSH whose ID is 22 to Design Variable 5.

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

(9)

(10)

DVMBRL1

88

CMBUSH

22

K1

 

 

0.0

 

 

 

5

1.

 

 

 

 

 

 

 

DESVAR

5

5.00

1.50

9.90

 

 

 

 

 

hmtoggle_plus1Example 2

To relate the mass of a rigid boy whose ID is 3 to design variable 5.

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

(9)

(10)

DVMBRL1

88

PRBODY

3

M

 

 

0.0

 

 

 

5

1.

 

 

 

 

 

 

 

DESVAR

5

5.00

1.50

9.90

 

 

 

 

 

 

Field

Contents

ID

Response identity. ID must be unique with respect to other DVMBRL1 and DVMBRL2 cards.

No default (Integer > 0)

TYPE

MBD entity 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)

C0

Constant in relationship equation.

Default = 0.0 (Real)

DVIDi

DESVAR ID.

No default (Integer > 0)

COEFi

Coefficient in relationship equation.

Default = 1.0 (Real)

Comments

1.MBD entity type information:

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