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DRESP1 - Responses and Attributes

DRESP1 - Responses and Attributes

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DRESP1 - Responses and Attributes

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Responses

RTYPE

PTYPE

ATTA

ATTB

ATTi

EXTN

Mass

MASS

PTYPE,
"MAT", or blank

-

COMB**, SUM
or blank

PID, MID or blank*

-

Fraction of mass

MASSFRAC

PTYPE,
"MAT", or blank

-

COMB**, SUM,
or blank

PID, MID or blank*

-

Volume

VOLUME

PTYPE,
"MAT", or blank

Blank or ENCLOSED

COMB**, SUM
or blank

PID, MID or blank*

-

Fraction of design volume

VOLFRAC

PTYPE,
"MAT", or blank

-

COMB**, SUM,
or blank

PID, MID or blank*

-

Center of Gravity

COG

PTYPE,
"MAT", or blank

Center of Gravity item code

COMB**
or blank

PID, MID or blank*

-

Moment of Inertia

INERTIA

PTYPE,
"MAT", or blank

Moment of Inertia item code

COMB**
or blank

PID, MID or blank*

-

Compliance of a static subcase

COMP

PTYPE,
"MAT", or blank

-

COMB**, SUM
or blank

PID, MID or blank*

-

Static displacement

DISP

-

Static displacement Component

-

Grid ID

-

Mode shape

DISP

-

Component

Mode #

Grid ID

-

Frequency of a normal mode

FREQ

-

Normal mode #

-

Frequency Response Subcase ID (refer to Normal Modes in Internal Responses)

-

Eigenvalue of a buckling mode

LAMA

-

Buckling mode #

-

-

-

Static stress of homogenous material

STRESS

PTYPE or "ELEM"

Static stress item code

Cluster Size******
or blank

PID, EID
or blank***

-

Static strain of homogenous material

STRAIN

PTYPE or "ELEM"

Static strain item code

-

PID, EID
or blank***

-

Static stress in a composite lay-up

CSTRESS

"PCOMP",
"PCOMPG", "PLY",
or "ELEM"

Composite Stress item code

ALL, Ply No.
or ‘G#****
(Default = 1)
or blank*****

PID, EID, Ply ID,
or blank***

-

Static strain in a composite lay-up

CSTRAIN

"PCOMP",
"PCOMPG", "PLY",
or "ELEM"

Composite Strain item code

ALL, Ply No.
or ‘G#****
(Default = 1)
or blank*****

PID, EID, Ply ID,
or blank***

-

Static failure in a composite lay-up

CFAILURE

"PCOMP",
"PCOMPG", "PLY",
or "ELEM"

Composite Failure item code

ALL, Ply No.
or ‘G#****
(Default = 1)
or blank*****

PID, EID, Ply ID,
or blank***

-

Static force

FORCE

PTYPE or "ELEM"

Static force item code

-

PID, EID
or blank***

-

Static SPC Forces (Reaction forces/moments)

SPCFORCE

-

Component ID
(1-6) - Degrees of freedom

-

Grid ID

-

Static Grid point forces

GPFORCE

Grid ID

Component ID
(1-6) - Degrees of freedom

-

EID

-

Frequency response displacement

FRDISP

-

Frequency Response displacement component

Frequency Value.  (Blank, Real > 0.0 or Character)

Grid ID

Optional: LOWFQ, HIGHFQ, SCALE, OCTAVE

Frequency response velocity

FRVELO

-

Frequency Response velocity component

Frequency Value (Blank, Real > 0.0 or Character)

Grid ID

Optional: LOWFQ, HIGHFQ, SCALE, OCTAVE

Frequency response acceleration

FRACCL

-

Frequency Response acceleration component

Frequency Value (Blank, Real > 0.0 or Character)

Grid ID

Optional: LOWFQ, HIGHFQ, SCALE, OCTAVE

Frequency response stress

FRSTRS

PTYPE
or
"ELEM"

Frequency Response Stress item code

Frequency Value (Blank, Real > 0.0 or Character)

PID, EID
or blank***

Optional: LOWFQ, HIGHFQ, SCALE, OCTAVE

Frequency response strain

FRSTRN

PTYPE
or
"ELEM"

Frequency Response Strain item code

Frequency Value (Blank, Real > 0.0 or Character)

PID, EID
or blank***

Optional: LOWFQ, HIGHFQ, SCALE, OCTAVE

Frequency response force

FRFORC

PTYPE
or
"ELEM"

Frequency Response Force item code

Frequency Value (Blank, Real > 0.0 or Character)

PID, EID
or blank***

Optional: LOWFQ, HIGHFQ, SCALE, OCTAVE

Frequency response equivalent radiated power

FRERP

-

-

Frequency Value (Blank, Real > 0.0 or Character)

Panel ID

Optional: LOWFQ, HIGHFQ, SCALE, OCTAVE

Acoustic pressure

FRPRES

-

M-PRES, R-PRES or I-PRES

Frequency Value.
(Blank, Real > 0.0 or Character)

Grid ID

Optional: LOWFQ, HIGHFQ, SCALE, OCTAVE

PSD displacement

PSDDISP

-

PSD/RMS item code

Frequency Value.
(Blank, Real > 0.0 or Character)

GRID ID

RANDPS ID

Optional: LOWFQ, HIGHFQ, SCALE, OCTAVE

PSD velocity

PSDVELO

-

PSD/RMS item code

Frequency Value.
(Blank, Real > 0.0 or Character)

GRID ID

RANDPS ID

Optional: LOWFQ, HIGHFQ, SCALE, OCTAVE

PSD acceleration

PSDACCL

-

PSD/RMS item code

Frequency Value.
(Blank, Real > 0.0 or Character)

GRID ID

RANDPS ID

Optional: LOWFQ, HIGHFQ, SCALE, OCTAVE

PSD stress

PSDSTRS

PTYPE
or
"ELEM"

PSD/RMS item code

Frequency Value
(Blank, Real > 0.0 or Character)

PID, EID
or blank***

RANDPS ID

Optional: LOWFQ, HIGHFQ, SCALE, OCTAVE

PSD strain

PSDSTRN

PTYPE
or
"ELEM"

PSD/RMS item code

Frequency Value
(Blank, Real > 0.0 or Character)

PID, EID
or blank***

RANDPS ID

Optional: LOWFQ, HIGHFQ, SCALE, OCTAVE

PSD pressure

PSDPRES

-

PRES

Frequency Value.
(Blank, Real > 0.0 or Character)

GRID ID

RANDPS ID

Optional: LOWFQ, HIGHFQ, SCALE, OCTAVE

Resultant Section Forces and Section Moments (DRESP1)

RESFORCE

-

Resultant Component
(1,2,3 – Resultant Force;
4,5,6 – Resultant Moment)

-

SIDi
(SECTION Identification Number)

-

RMS displacement

RMSDISP

-

PSD/RMS item code

RMS, ZCF, or blank^

GRID ID

RANDPS ID

RMS velocity

RMSVELO

-

PSD/RMS item code

RMS, ZCF, or blank^

GRID ID

RANDPS ID

RMS acceleration

RMSACCL

-

PSD/RMS item code

RMS, ZCF, or blank^

GRID ID

RANDPS ID

RMS stress

RMSSTRS

PTYPE
or
"ELEM"

PSD/RMS item code

RMS, ZCF, or blank^

PID, EID,
or blank***

RANDPS ID

RMS strain

RMSSTRN

PTYPE
or
"ELEM"

PSD/RMS item code

RMS, ZCF, or blank^

PID, EID,
or blank***

RANDPS ID

RMS pressure

RMSPRES

-

PRES

RMS, ZCF, or blank^

GRID ID

RANDPS ID

Static compliance weighted across all subcases

WCOMP

-

-

-

-

-

Frequency weighted across reciprocal eigenvalues

WFREQ

-

-

-

-

-

Combined static compliance and frequency index (Combined Compliance Index)

COMB

-

-

-

-

-

Bead discreteness fraction for topography design space
(0.0 < BEADFRAC < 1.0)

BEADFRAC

-

-

COMB** or blank

DTPGID
or blank*

-

MBD displacement

MBDIS        

MBREQM

MBD Displacement item code

MAX, MIN,
MAXABS, MINABS

MBREQM ID

-

MBD velocity

MBVEL        

MBREQM

MBD Velocity item code

MAX, MIN,
MAXABS, MINABS

MBREQM ID

-

MBD acceleration

MBACC

MBREQM

MBD Acceleration item code

MAX, MIN,
MAXABS, MINABS

MBREQM ID

-

MBD force

MBFRC        

MBREQM

MBD Force item code

MAX, MIN,
MAXABS, MINABS

MBREQM ID

-

MBD expression

MBEXPR

MBREQE

-

-

MBREQE ID

-

Mass of flexible body

MBMASS

PFBODY

-

COMB, SUM or blank

PFBODY ID

-

Center of gravity of flexible body

MBCOG

PFBODY

Center of Gravity item code

COMB, SUM or blank

PFBODY ID

-

Moment of inertia of flexible body

MBINER

PFBODY

Moment of Inertia item code

COMB, SUM or blank

PFBODY ID

-

Fatigue results

FATIGUE

PTYPE or "ELEM"

LIFE, DAMAGE or FOS

SPWLD or blank

PID, EID or blank***

-

Temperature

TEMP

-

-

-

Grid ID

-

Thermal Compliance

TCOMP

-

-

-

-

-

Velocity from a ESLM (RADIOSS Integration) optimization run

ESLV

-

ESL velocity component

-

Grid ID

-

Bore Distortion

BOREDST (see Note 1)

-

ORDER

-

BIDi

-

*

ATTi can only be blank when PTYPE is also blank, and means that all relevant entities will be included. See comment 20 on the DRESP1 page.

**

ATTB = COMB – Response represents a single response for the combination of all ATTi entities. See comment 22 on the DRESP1 page.

***

ATTi can only be blank when a property type is defined in the PTYPE field (not allowed for "ELEM"), and means that all entities of the defined property type will be selected. See comment 21 on the DRESP1 page.

****

ATTB = G# – # is the number of the global ply defined on a PCOMPG. See comment 13 on the DRESP1 page.

*****

ATTB must be Blank for PLY response type. See comment 13 on the DRESP1 page.

******

ATTB = Cluster Size represents the number of elements in a cluster for which Stress Constraints need to be defined. See comment 32 on the DRESP1 page.

^

If ATTB is blank for RMS responses, then the default value is RMS (see comment 36 on the DRESP1 entry).

1

Multiple Bore Distortion responses may be created depending on the number of rings in the referenced BORE (via BID). One response is created for each ring. If the response is used as optimization objective, MINMAX functionality is recommended.