structure shell list
command
Syntax
- structure shell list keyword <range>
Primary keywords:
apply depth-factor element-type group information force-node property resultant stress stress-principal system-local
List properties and response of each shell element in the range.
- apply
uniform applied pressure acting on the element
- depth-factor
depth factor used during stress recovery
- element-type
finite element type used
- group <slot s >
list the group assignment(s) of this element. If slot is supplied, list the group assignment for this element, if any, in slot s.
- information
lists general element information, including id and component-id numbers, connected nodes, centroids, surface area, volume, and the hide and select status
- force-node keyword
list nodal forces. By default, components are displayed in terms of the element local coordinate systems. These are the forces exerted by the nodes on the element.
- local
list forces in terms of the element local coordinate system (the default)
- global
list forces in terms of the global coordinate system
- property keyword
- density
density, \(ρ\)
- thickness
shell thickness
- thermal-expansion
thermal expansion coefficient
- anisotropic-membrane
anisotropic membrane material-stiffness coefficients {\(c^{\prime}_{11}, c^{\prime}_{12}, c^{\prime}_{13}, c^{\prime}_{22}, c^{\prime}_{23}, c^{\prime}_{33}\)}
- anisotropic-bending
anisotropic bending material-stiffness coefficients {\(c^{\prime}_{11}, c^{\prime}_{12}, c^{\prime}_{13}, c^{\prime}_{22}, c^{\prime}_{23}, c^{\prime}_{33}\)}
- material-x
vector used to determine local \(x\)-direction for the material coordinate system
- isotropic
isotropic material properties: \(E\) and \(v\), where \(E\) is Young’s modulus \([F/L^2\)\(]\) and \(v\) is Poisson’s ratio
- orthotropic-membrane
orthotropic membrane material-stiffness coefficients {\(c^{\prime}_{11}, c^{\prime}_{12}, c^{\prime}_{22}, c^{\prime}_{33}\)}
- orthotropic-bending
orthotropic membrane material-stiffness coefficients {\(c^{\prime}_{11}, c^{\prime}_{12}, c^{\prime}_{22}, c^{\prime}_{33}\)}
- resultant <nodes>
all eight stress resultant quantities last calculated with the
structure shell recover resultants
command. If the nodes keyword is given, the values of these quantities are supplied at each node of the element, in addition to the value at the element centroid.
- stress <nodes>
the stress state calculated with the
structure shell recover stress
command. If the nodes keyword is given, the values of these quantities are supplied at each node of the element, in addition to the value at the element centroid.
- stress-principal <nodes>
principal stresses calculated with the
structure shell recover stress
command. If the nodes keyword is given, the values of these quantities are supplied at each node of the element, in addition to the value at the element centroid.
- system-local
element local coordinate system
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