Code Manual for CONTAIN 2.0 - Federation of American Scientists

EOI
EOIl
T=(times) MASS=(masses)
{TEMP=(temps) or ENTH=(enths)}
EOI)]
[Q-VOL
[FLAG=iflag]
X=nq (timeq)
Y=nq (qvol)
EOIl
[HT-COEF
[FLAG=iflag]
NAME=olay
vAR-x=oxopt
X=nh (xhtval)
Y=nh (htcoef)
EOg
*************************************************************************
CONCRETE thekeywordto initiate thedefinition ofthe concrete layer,
COMPOS the keyword to initiate the specification of initial material masses in the
concrete layer. If this keyword and its associated input are omitted, the ~
concrete layer will be initially empty.
nma the number of materials (including CONC) initially present in the concrete
layer.
omat
cmass
the name of a CONTAIN material being specified as initially present in the
concrete layer. This name must be among the materials specified either after
the COMPOUND or USERDEF keyword in the MATERIAL input block.
In most instances, at least one “omat” name will be CONC for concrete; other
materials may also be included in the concrete layer to simulate steel rebar or
other constituents. Note that the specific concrete types discussed in the next
section under the CONCRETE keyword are only used in the CORCON and
VANESA models. For upward compatibility, input for a specific concrete
type may still be given here. If this is done, the code will then substitute the
equivalent CONC material for the concrete type specified.
the initial mass of material “omat” in the layer. If DELTA-Z is not specified,
this mass will be equally divided among the nodes in the concrete layer. By
default the thicknesses of the nodes and the entire concrete layer are
determined by the code from the volume occupied by the materials and the
area “carea” of the layer. (kg)
Rev O 14 120 6/30/97