3. Operands

3.1. Operand DEPL_GLOBAL

♦ DEPL_GLOBAL = ug

In the case where the macroelement is obtained by static substructuring:

ug is the name of the displacement field obtained when resolving at the global level on the macro element.

In the case where the macroelement is obtained by condensing the measurement for a structural modification calculation:

ug is the name of the data structure of the result type obtained during a calculation on the coupled model (global level). In this data structure, for each order number, the (displacement) field corresponding to NOM_CHAM =” DEPL “is used.

3.2. Operand SUPER_MAILLE

♦ SUPER_MAILLE = email

One gives here the name of the supermesh that supports the substructure (cf. operator DEFI_MAILLAGE [U4.23.01]).

3.3. Operand NOM_CAS

◊ NOM_CAS = nocas

nocas is the name of the load case corresponding to ug. This data is essential if there is a loading distributed over the substructure. It is up to the user to ensure that the ug field corresponds to the nocas load case.

The possible load case names are those defined in the macro element; that is to say those given via the CAS_CHARGE/NOM_CAS keyword in the MACR_ELEMSTAT and MACR_ELEM_DYNA commands.

If nocas = “”, the displacement field was calculated without loading distributed over the substructure.

This operand is not used if the macroelement is obtained by condensing the measurement.