*REBAR LAYER
ORIENTATION
This parameter is meaningful only for rebar ingeneral shell, membrane, and surface elements. Set
this parameter equal to the name of an orientation definition that defi nes the angular orientation of
the rebar on the data lines. If this parameter is omitted, the angular orientation of rebaron the data
lines is specified relative to the default projected local surface directions. This parameter is not
permitted with axisymmetric shell, axisymmetric membrane, and axisymmetric surface elements.
Data lines to define rebar layers:
First line:
1. Anam e that will be used to identify this rebar layer. This name can b e used in defining rebar
prestressand output requests. Eachlayer of rebar must be given a separate name in a particular
element or element set.
2. Cross-sectionalarea of the rebar.
3. Spacingof rebar in the plane of the membrane, shell, or surface element. The value is given as
a length measure unless the GEOMETRY=ANGULAR parameter is specified,in which case
the value should be given in terms of angular spacing in degrees. Specify the spacing in the
uncured geometry if GEOMETRY=LIFTEQUATION.
4. Positionof the rebar in the shell secti ont hickness direction. This value is given as the distanc e
of the rebar from the middle surface of the shell, positive in the direction of the positive normal
to the shell. This value is modified if the NODAL THICKNESS parameter is included with
the *SHELL SECTION option for the underlying shell element. This entry has no meaning
for rebar in either membrane or surface elements.
5. Name ofthe m aterial forming thisrebar layer.
6. Forthree-dimensional shell, membrane, and surface elements, specify the angular orientation
of rebar (in degrees) betweenthe positive local 1-direction and the rebar. Specify the angle in
the uncured geometry if GEOMETRY=LIFTEQUATION.
The local 1-direction can be defined by using the *ORIENTATION option and setting the
ORIENTATIONparameter equal to the orientation name. If the ORIENTATIONparameter is
omitted, the local 1-direction is defined by the defaultprojected local surface directions. The
optional ORIENTATIONparameter given on th e *MEMBRANE SECTION and the *SHELL
SECTION options has no influence on the rebar angular orientation.
For axisymmetric shell, axisymmetric membrane, and axisymmetric surface elements, specify
the angular orientation of rebar from the meridional plane in degrees (0° is meridiona l, 90°
is circumferential). Positive rotation is about the positive normal to the shell, membrane, or
surface elements.
7. Theisoparametric direction from which the rebar angle output will be measured. The default
is 1.
8. Extensionrat io, e,for rebar defined with GEOMETRY=LIFT EQUATION. This entry has no
meaning for rebar defined using GEOMETRY=CONSTANTor GEOMETRY=ANGULAR.
17.11–2
ABAQUS Version 6.1 Module: ID:
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