DRESP1

Design Response

Description: Defines a structural response used in design optimization analysis either as a constraint or an objective.

Format:

Example:

Field Definition Type Default
ID Design response identification number. Integer > 0 Required
LABEL User-defined label. Character
RTYPE Response type. See table below and Remark 5. Character Required
REGION Topology design region identification number. See Remark 2. Integer > 0 or blank All TOPVAR regions
ATTA, ATTB, ATTC Response attributes. See table below and Remarks 4 and 6. Integer > 0 or Real or Blank

Response Type Description Response Attributes
RTYPE ATTA (Integer > 0) ATTB (Integer > 0) ATTC (Integer > 0)
COMP Compliance. Blank Blank Blank
COMPINDX Compliance index. Blank Blank Blank
FRMASS Mass or volume fraction. Blank Blank Blank
FREQ Natural frequency. Mode number Blank Blank
EIGN Eigenvalue. Mode number Blank Blank
LAMA Buckling load factor. Mode number Blank Blank
DISP Displacement. Component Number (1 - 6) Blank Grid Identification Number
SPCF Single point constraint force. Component Number (1 - 6) Blank Grid Identification Number
GLBSTRS Global stress. Blank Blank Blank
TEMP Temperature. Blank Blank Grid Identification Number
HFLOW Heat flow. Blank Blank Grid Identification Number
GLBTAVE Global average temperature. Blank Blank Set Identification Number
GLBTVAR Global temperature variation. Blank Blank Set Identification Number
GLBTEMP Global temperature. Blank Blank Set Identification Number
GLBDISP Global displacement. Component Number (1-6) Blank Set Identification Number

Remarks:

  1. DRESP1 identification numbers must be unique.
  2. REGION is used to specify which design region a constraint is applicable to. It is ignored when RTYPE is set to COMP, DISP, or SPCF. If REGION is zero or blank, all TOPVAR regions will be used for FRMASS, COMP, or GLBSTRS.
  3. The initial constraint value used for FRMASS is the value specified on the TOPVAR entry.
  4. For DISP and SPCF the default for ATTC is the grid point with the largest absolute value in the component direction specified. If ATTA is also blank, the component defaults to the direction with the largest absolute value.
  5. Compliance index is defined as the ratio of the initial compliance of the unmodified model over the compliance of the modified one. For example, a compliance index of 2.0 would be that of a structure that is 1/2 the stiffness of the original design. The lower limit of compliance index is 1.0.
  6. For GLBTAVE, GLBTVAR, and GLBTEMP the default for ATTC is the grid point set identification number. Only grid points whose identification numbers appear on this SET command will be used.