doc:user:elements:specials:mass
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Table of Contents
Mass
Materials
A mass is defined is the same way as volume materials:
materialno = materialset.define (number, type) materialno = materialset(number) materialno.put(param, value) materialno.depend(param, fct, Key(Lock))) ...
number | mass number (must be unique for all element in materialset , not just for mass elements) |
type | type of mass (for example ConstantMassMaterial ) |
param | name of the mass parameter (for example MASS_DENSITY ) |
value | value of the corresponding parameter |
fct | function which characterizes the dependency of the property (optional: no fct if no dependency) |
Lock | Lock which defines the dependency variable of the property (compulsory if there is a dependency) |
ConstantMassMaterial
Description
Constant, punctual mass
Parameters
Name | Metafor Code |
---|---|
Mass | MASS_DENSITY |
Element
Once the material is defined, it must be associated to an ElementProperties
:
prp = ElementProperties(typeEl) prp.put(param1, value1) prp.depend(param1, fct1, Lock1)) #facultatif prp.put(param2, value2) prp.depend(param2, fct2, Lock2) # facultatif ...
where
typeEl | desired element (for example Mass[2|3]DElement for mass elements) |
param1 , param2 | name of the property associated to the element (for example MATERIAL to associate the desired material) |
valeur1 , valeur2 | value of the corresponding property |
fct1 , fct2 | function which characterizes the dependency of the property (optional: no fct if no dependency) |
Lock1 , Lock2 | Lock which defines the dependency variable of the property (compulsory if there is a dependency) |
Mass[2|3]DElement
Punctual mass element. They must be associated to a Mechanism0DInteraction
.
Parameters
Name | Metafor Code | Dependency |
---|---|---|
MATERIAL | Number of the mass material to consider | - |
STIFFMETHOD | Method used to compute the stiffness matrix = STIFF_ANALYTIC : analytic matrix (default)\\= STIFF_NUMERIC : numerical matrix | - |
OMEGA | Angular speed (°/s) to take into account centrifugal forces. If MDE_IQSI=1 and MDE_NDYN=2 , centrifugal forces are computed during a quasi-static equilibrium phase. Then, they are replaced by the real structural rotation. | time |
OMEGA_PT1 | Number of the first point which defines the rotation axis. Can be moved. | - |
OMEGA_PT2 | Number of the first point which defines the rotation axis. Can be moved. | - |
GRAVITY_X / GRAVITY_Y / GRAVITY_Z | gravity | time |
Interaction
Finally, once the Mass[2|3]DElement
ElementProperties
is defined, the corresponding interaction is generated with the FieldApplicator
. To do so, the corresponding geometric mesh element must be generated using 0D Meshers (Points). Once done, the interaction can be defined and included in the interactionset
:
app = FieldApplicator(no) app.push(gObject1) app.push(gObject2) ... app.addProperty(prp) # association of an ElementProperties interactionset.add(app) # the interaction is added in InteractionSet
or
app = interactionset.add(FieldApplicator(no)) #add returns a reference app.push(gObject1) app.push(gObject2) ... app.addProperty(prp) # association of an ElementProperties
where
no | number of the Interaction (which is to say the FieldApplicator ) |
gObject1 | mesh geometric entity where the finite elements are applied |
prp | Properties of mass elements to generate. |
doc/user/elements/specials/mass.1487945696.txt.gz · Last modified: 2017/02/24 15:14 by papeleux