response type
switch |
Select the response
type. Note: Available when response type is selected.
- mass, massfrac, volume, volumefrac, cog, inertia,
compliance or beadfrac
- Choose either total or by entity (or, where
available, sum or combined).
- For by entity, sum or combined select the desired
entities.
- static displacement
- Use the nodes selector to select the desired
nodes.
- Enable the numbers checkbox
to display the IDs of the selected nodes.
- Select the degree-of-freedom for the response
definition, or choose total disp or total
rotation.
- frequency, buckling
- Specify the number of the mode for the response
definition.
- static stress, static strain, static force
- Select the desired entities (elems, comps or props)
to include in the response definition.
- When elements are selected, enable the
numbers checkbox to display
the IDs of the selected elements.
- When comps or props are selected, under the
excluding: heading choose individual elements to
exclude from the response definition.
- Depending on the nature of the response type and the
elements, components or properties selected,
additional arguments need to be defined indicating
the type (von mises, normal, and so on) and location
(z1, point 1, end A, and so on) of the
response.
- composite stress, composite strain, composite
failure
- Select the desired entities (elems or comps) to
include in the response definition.
- When elements are selected, enable the
numbers checkbox to display
the IDs of the selected elements.
- When comps are selected, under the excluding:
heading choose individual elements to exclude from
the response definition.
- Depending on the nature of the response type
selected, additional arguments need to be defined
(normal 1, hill, and so on).
- Choose from all plies, ply number =, and global ply
number = (for PCOMPG property).
- If ply number = or global ply number = is selected,
specify the ply number for the response
definition.
- frf displacement, frf velocity, frf
acceleration
- Use the nodes selector to select the desired
nodes.
- Enable the numbers checkbox
to display the IDs of the selected nodes.
- Select the degree-of-freedom for the response
definition.
- Choose from real, imaginary, phase and
magnitude.
- Choose from all freq, freq =, sum, avg, ssq, rss,
max, min, avgabs, maxabs, minabs, and sumabs.
- If freq = is selected, specify the desired
frequency.
- frf stress, frf strain, frf force
- Select the desired entities (elems, comps or props)
to include in the response definition.
- When elements are selected, enable the
numbers checkbox to display
the IDs of the selected elements.
- When comps or props are selected, under the
excluding: heading choose individual elements to
exclude from the response definition.
- Depending on the nature of the response type and the
elements, components or properties selected,
additional arguments need to be defined indicating
the type (von mises, normal, and so on) and location
(z1, point 1, end A, and so on) of the
response.
- Choose from real, imaginary, phase and
magnitude.
- Choose from all freq, freq =, sum, avg, ssq, rss,
max, min, avgabs, maxabs, minabs, and sumabs.
- If freq = is selected, specify the desired
frequency.
- function
- Choose from dequation =, sum, avg, ssq, rss, max,
min, avgabs, maxabs, minabs, and sumabs.
- If dequation = is selected, click it and select the
dequation definition to be used.
- Click edit and enable the
checkboxes of the variable(s) to use in the
function.
Note: RESPONSES and
RESPONSES_BY_LOADSTEP cannot be used in the same
function response.
- Specify the number of each enabled variable type
that will be referenced in the function
response.
Note: If a dequation is used
in the definition of a function response the order
of the variables on the left-hand side of the
dequation definition must match the sequence in
which they are listed on the DRESP2 card image,
that is, any TABLE_ENTRIES references must come
before RESPONSES references.
- Select the variables by clicking the relevant yellow
buttons that appear in the card image.
- weighted comp
- Use the loadsteps selector to select and weight the
loadsteps to be used in the weighted comp
response.
- weighted freq
- Select and weight the mode numbers to be used in the
weighted freq response.
- compliance index
- Use the loadsteps selector to select and weight the
loadsteps to be used in the compliance index
response.
- Select and weight the mode numbers to be used in the
compliance index response.
- If desired, toggle autonorm to norm = and enter the
normalization factor.
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