structure pile list
command
Syntax
- structure pile list keyword
Primary keywords:
apply coupling-confinement coupling-normal coupling-shear coupling-yield force-end force-node group information length property system-local
List information about piles.
- apply
applied distributed loads
- coupling-confinement
confining stress acting perpendicular to the element, both principal values
- coupling-normal
values for the coupling spring in the normal direction, including displacement, stress, and direction
- coupling-shear
values for the coupling spring in the shear direction, including displacement, stress, and direction
- coupling-yield
state of the coupling springs in the shear and normal direction, and the current gap values
- force-end
forces exerted by the end nodes on the element, in element local coordinates
- 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
- group <slot s >
list group to which the element belongs. By default, lists all slots with group assignments. If the slot keyword is used, only the contents of that slot is listed.
- information
lists general element information, including id and component-id numbers, connected nodes, centroids, surface area, volume, and the hide and select status
- length
length of the element
- property keyword ...
list a pile property using one of the following keywords
- density
density, \(ρ\)
- young
Young’s modulus, \(E\)
- plastic-moment
plastic moment, \(M^P\)
- poisson
Poisson’s ratio, \(ν\)
- thermal-expansion
thermal expansion coefficient, \(α_t\)
- cross-sectional-area
cross-sectional area, \(A\)
- moi-y
second moment with respect to local \(y\)-axis, \(I_y\)
- moi-z
second moment with respect to local \(z\)-axis, \(I_z\)
- moi-polar
polar moment of inertia, \(J\)
- direction-y
\(y\)-direction vector components
- slide
sliding flag
- slide-tolerance
sliding tolerance
- coupling-confining-flag
flag to activate incremental confining stress logic (default: off)
- coupling-confining-table
name of the table relating effective confining stress factor to deviatoric stress
- coupling-cohesion-normal
normal coupling spring cohesive strength, \(c_n\)
- coupling-cohesion-shear
shear coupling spring cohesive strength, \(c_s\)
- coupling-cohesion-table
name of the table relating cohesion of shear coupling spring to relative shear displacement
- coupling-friction-normal
normal coupling spring friction angle, \(φ_n\)
- coupling-friction-shear
shear coupling spring friction angle, \(φ_s\)
- coupling-friction-table
name of the table relating friction angle of shear coupling spring to relative shear displacement
- coupling-gap-normal
normal coupling spring gap-use flag, \(g\)
- coupling-stiffness-normal
normal coupling spring stiffness, \(k_n\)
- coupling-stiffness-shear
shear coupling spring stiffness, \(k_s\)
- perimeter
exposed perimeter, \(p\)
- rockbolt-flag
flag to activate rockbolt logic (default: off)
- tensile-failure-strain
tensile failure strain (nondimensional)
- tensile-yield
axial tensile yield strength (force units), [F]
- system-local
the element local coordinate system
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