Civil Engineering Reference
In-Depth Information
nip
number of integrating points per element
nn
number of nodes in the mesh
nod
number of nodes per element
number of degrees of freedom per node
nodof
number of material properties
nprops
number of different property types
np types
number of restrained nodes
nr
number of elements in
r
-direction
nre
numberofstress(strain)terms(3,4,or6)
nst
number of elements in
x
-direction
nxe
number of elements in
y
-direction
nye
number of elements in
z
-direction
nze
Scalar reals:
alpha
α
from equations (3.22)
β
from equations (3.22)
beta
set to
cos(chi)
ca
angle for stress output
chi
pcg convergence tolerance
cg tol
determinant of the Jacobian matrix
det
one
set to 1
.
0
10
20
set to 1
×
penalty
set to
π
pi
r
-coordinate of Gauss point
radius
set to
sin(chi)
sa
holds dot product
(
R
k
)
T
(
R
k
)
from equations (3.22)
up
set to 0
.
0
zero
Scalar characters:
dir
element and node numbering direction
element type
element
type of 2D analysis (
'plane'
or
'axisymmetric'
)
type 2d
Scalar logical:
cg converged
set to
.TRUE.
if pcg process has converged
Dynamic integer arrays:
etype
element property type vector
g
element steering vector
g g
global element steering matrix
g num
global element node numbers matrix
kdiag
diagonal term location vector
nodal freedom matrix
nf
fixed freedom numbers vector
no
fixed nodes vector
node
