VECFEM3 Reference Manual: veid97

NAME

SYNOPSIS

CALL VEID97(

TEXT1, TEXT2, T, LU, U, LIVEM, IVEM, LNEK, NEK, LRPARM, RPARM, LIPARM, IPARM, LDNOD, DNOD, LRDPRM, RDPARM, LIDPRM, IDPARM, LNODN, NODNUM, LNOD, NOD, LNOPRM, NOPARM, LBIG, RBIG, IBIG)

INTEGER

LU, LIVEM, LNEK, LRPARM, LIPARM, LDNOD, LRDPRM, LIDPRM, LNODN, LNOPRM, LBIG

CHARACTER*80

TEXT1, TEXT2

INTEGER

IVEM(LIVEM), NEK(LNEK), IPARM(LIPARM), DNOD(LDNOD), IDPARM(LIDPRM), NODNUM(LNODN), IBIG(*)

DOUBLE PRECISION

T, U(LU), RPARM(LRPARM), RDPARM(LRDPRM), NOD(LDNOD), NOPARM(LNOPRM), RBIG(LBIG)

PURPOSE

ARGUMENTS

TEXT1 character*80, scalar, input, local

Title of the universal file (ID LINE 1).

TEXT2 character*80, scalar, input, local

Load case name (ID LINE 2).

T double precision, scalar, input, global

Time.

LU integer, scalar, input, local

Length of the input solution vector, LU>=U1*N.

U double precision, array: U(LU), input, local

The input solution vector at the geometrical nodes. U(U1*(j-1)+i) is the value of the j-th component at the i-th geometrical node on the process MYPROC. If a geometrical node has different values on two processes, one arbitrarily selected value of the two is written.

LIVEM integer, scalar, input, local

Length of the integer information vector, LIVEM>= MESH+ NINFO.

IVEM integer, array: IVEM(LIVEM), input/output, local/global

Integer information vector.

(1)=MESH, input, local

Start address of the mesh informations in IVEM, MESH>203+ NPROC.

(2)=ERR, output, global

Error number.

0	program terminated without error.
90	LBIG is too small.
95	IVEM or U is too small.
98	write error on unit of universal file.
99	fatal error.

(4), input, local

Only entries of U lower than 10.D0**IVEM(4) are written.

(5)=NIVEM, output, local

Used length of IVEM.

(120)=LOUT, input, local

Unit number of the standard output file, normally 6.

(121)=OUTCNT, input, local

Output control flag, normally 1.

0	only error messages are printed.
>0	a protocol is printed.

(127), input, local

Unit of the universal file.

(128)=U1, input, local

Leading dimension of the input solution array, U1>=NDEG.

(129)=N, input, global

Number of components of the input solution.

(130)=MTYPE, input, global

Model type.

0	unknown
1	structural
2	heat transfer
3	fluid flow

(131)=DCHAR, input, global

Data characteristic.

0	unknown (NDV=N)
1	scalar (NDV=1)
2	3 DOF global translation vector (NDV=3)
3	6 DOF global translation & rotation vector (NDV=6)
4	symmetrical global tensor (NDV=6):
		|U1 U2 U3|
		|U2 U4 U5|
		|U3 U5 U6|
5	general global tensor (NDV=9):
		|U1 U2 U3|
		|U4 U5 U6|
		|U7 U8 U9|

(132)=DTYPE, input, global

Specific data type.

0	unknown
1	general
2	stress
3	strain
4	element force
5	temperature
6	heat flux
7	strain energy
8	displacement
9	reaction force
10	kinetic energy
11	velocity
12	acceleration
13	strain energy density
14	kinetic energy density
15	hydro-static pressure
16	heat gradient
17	code checking value
18	coefficient of pressure

(137)=CASE, input, global

Load set counter.

(138)=STEP, input, global

Time step counter. If STEP<0, the static analysis type is assumed.

(200)=NPROC, input, global

Number of processes, see combgn.

(201)=MYPROC, input, local

Logical process id number, see combgn.

(202)=NMSG, input/output, global

Message counter. The difference of the input and the output values gives the number of communications during the veid97 call.

(204)=TIDS(1), input, global

Begin of the list TIDS which defines the mapping of the logical process ids to the physical process ids. See combgn.

(MESH), input, local

Start of mesh informations, see mesh.

LNEK integer, scalar, input, local

Length of the element array.

NEK integer, array: NEK(LNEK), input, local

Array of the elements, see mesh.

LRPARM integer, scalar, input, local

Length of the real parameter array.

RPARM double precision, array: RPARM(LRPARM), input, local

Real parameter array, see mesh.

LIPARM integer, scalar, input, local

Length of the integer parameter array.

IPARM integer, array: IPARM(LIPARM), input, local

Integer parameter array, see mesh.

LDNOD integer, scalar, input, local

Length of the array of the Dirichlet nodes.

DNOD integer, array: DNOD(LDNOD), input, local

Array of the Dirichlet nodes, see mesh.

LRDPRM integer, scalar, input, local

Length of the real Dirichlet parameter array.

RDPARM double precision, array: RDPARM(LRDPRM), input, local

Array of the real Dirichlet parameters, see mesh.

LIDPRM integer, scalar, input, local

Length of the integer Dirichlet parameter array.

IDPARM integer, array: IDPARM(LIDPRM), input, local

Array of the integer Dirichlet parameters, see mesh.

LNODN integer, scalar, input, local

Length of the array of the id numbers of the geometrical nodes.

NODNUM integer, array: NODNUM(LNODN), input, local

Array of the id numbers of the geometrical nodes, see mesh.

LNOD integer, scalar, input, local

Length of the array of the coordinates of the geometrical nodes.

NOD double precision, array: NOD(LNOD), input, local

Array of the coordinates of the geometrical nodes, see mesh.

LNOPRM integer, scalar, input, local

Length of the array of the node parameters.

NOPARM double precision, array: NOPARM(LNOPRM), input, local

Array of the node parameters, see mesh.

LBIG integer, scalar, input, local

Length of the real work array. It should be as large as possible.

RBIG double precision, array: RBIG(LBIG), work array, local

Real work array.

IBIG integer, array: IBIG(*), work array, local

Integer work array, RBIG and IBIG have to be defined by the EQUIVALENCE statement.

EXAMPLE

REFERENCES

SEE ALSO

COPYRIGHTS

Program by C. Stocker, L. Grosz, 1991-1996. Copyrights by Universitaet Karlsruhe 1989-1996. Copyrights by Lutz Grosz 1996. All rights reserved. More details see VECFEM.