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 resultantscommand. 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 stresscommand. 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 stresscommand. 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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