*SHELL GENERAL SECTION
The following parametersare optional, mutually exclusive, and used only if the section is not
defined by its general stiffness on the data lines:
COMPOSITE
Include this parameter to indicate that the shell is composed of layers with differentlinear elastic
material behavior.
MATERIAL
Set this parameter equal tothe name of the single linear elastic material of which the shell is made.
USER
This parameter applies only to ABAQUS/Standard analyses. See “Using a general shell section to
define the section behavior,” Section23.6.6 of the ABAQUS Analysis User’s Manual, for use of
this option in linear perturbation analyses.
Include this parameter to indicate that the shell section stiffnessis defined in user subroutine
UGENS.
The following optional parameter can be used onlyin combination with the MATERIAL, the
COMPOSITE, or the USER parameter:
NODAL THICKNESS
Include this parameter to indicate that the shell thickness should not be re ad from the data lines but
should be interpolated from the thickness specified at the node s with the *NODAL THICKNESS
option. For composite se ctions the total thickness is interpolated from the nodes, and the thi cknesses
of the layers specified on the data lines are scaled proportionall y. This parameter is ignored for
continuum shells.
The following optionalparameters can be used only in combination with the USER parameter:
IPROPERTIES
Set this parameter equal to the number of integerproperty values needed as data in user subroutine
UGENS. The default is I PROPERTIES=0.
PROPERTIES
Set thisparam eterequal to the number of real (floating point) property values needed as data in user
subroutine UGENS. The default is PROPERTIES=0.
UNSYMM
Includethis parameter if the section stiffness matrices are not symmetric. Thisparameterwill invoke
the unsymmetric equation solution capability.
VARIABLES
Set this parameter equal to the number of solution-dependentvariables that must be stored for the
section. The default is VARIABLES=1.
18.14–3
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