Solving an Optimization Problem that is not
defined by a Finite Element Model



Your Ad Here

This example involves the optimization of a box defined entirely by equations (there is no finite element model in the solution).

The optimization problem is defined as:

Objective:

Maximize the volume of a cube AxBxC

Constraint:

The surface of the cube should be between 2.0 and 3.0

Design Variables:

A, B, C

The volume and surface are defined as equations using DRESP2 and DEQATN:

$

$ VOLUME

$

DEQATN 1 VOL(W,L,H)=W*L*H

$

$ SURFACE

$

DEQATN 2 AREA(W,L,H)=2.0*(W*H+L*H+W*L)

$

DRESP2 1 VOLUME 1

DESVAR 1 2 3 

DRESP2 2 SURFACE 2

DESVAR 1 2 3 

$

DESVAR 1 W 1.1 0.1 10.0

DESVAR 2 L 0.9 0.1 10.0

DESVAR 3 H 2.0 0.1 10.0

$

 

Then, in the optimization problem, the objective and constraint are global responses (for example, DESOBJ and DESGLB are used outside of a SUBCASE).

To trick OptiStruct into solving this problem, a dummy finite element model must be provided. Here, a single shell element with some load is used.

As expected, the solution yields a cube with even sides of about 0.707, a surface of 3.0, and a volume of 3.53.

The input file can be found in /altair/demos/os/manual/box.fem.

Return to Altair HyperWorks Index