ANSYS

ANSYS

Fini(BEGIN)

/cle ()

1 .

2 /prep7()

KEYOPT

3/solu

4./post1

5./post26

6.PLOTCONTROL

7.

8.

Fini(BEGIN)

/cle ()

1 .u dim, par, type, imax, jmax, kmax, var1, vae2, var3 par:

type array fortran,1

char 8

table

imax,jmax, kmax

var1,var2,var3 row,column,plane(typetable)

2 /prep7()2.1

u csys,kcn

kcn , 0 zuobiaosi

1

2

4

5 Y

n

u numstr, label, value

node

elem

kp

line

area

volu

vclear, aclear, lclear, kclear numstr

u K, npt, x,y,z,

Npt0

u Kgen,itime,Np1,Np2,Ninc,Dx,Dy,Dz,kinc,noelem,imove

Itime

Np1,Np2,Ninc

Dx,Dy,Dz

Kinc

noelem: 0

1

imove 0

1itime,kinc,noelem

MAT,REAL,TYPE MAT,REAL,TYPE

u A, P1, P2, P18

u AL, L1,L2, ,L10

L1L1

u vsba, nv, na, sep0,keep1,keep2

u vdele, nv1, nv2, ninc, kswp

kswp: 0

1

u vgen, itime, nv1, nv2, ninc, dx, dy, dz, kinc, noelem, imove itime:

nv1, nv2, ninc

dx, dy, dz

kinc:

noelem,0

1

imove 0

1

cm, cname, entity

cname:

entity: volu, area, line, kp, elem, node

cmgrp, aname, cname1, ,cname8

aname:

cname1cname8:

cmlist,name

cmdele,name

cmplot, label1

1.1

n,node,x,y,z,thxy, thyz, thzx

1.2

mp, lab, mat, co, c1,.c4

lab: ex,alpx,reft,prxy,nuxy,gxy,mu,dens

ex:

nuxy:

alpx:

reft:

reft:

prxy:

gxy:

mu:

dens:

mat:

co:

c1-c4: -1234

Tb, lab, mat, ntemp,npts,tbopt,eosopt

Lab:

Bkin:

Biso:

Mkin: (5)

Miso: 100

Dp: dp

Mat:

Ntemp:

bkin: ntemp6

miso: ntemp120

biso: ntemp66

dp: ntemp, npts, tbopt

Npts:

TBTEMP,temp,kmod

temp:

kmod:

TBDATATBPT

Kmodcrit, temptbdatasolid46,shell99,solid191

kmodstrain,temptbdatamkin

TBDATA, stloc, c1,c2,c3,c4,c5,c6 tbtemp,tb

stloc: 1

tbtbtemp1

tbc1

tbpt, oper, x,y -

oper: defi

dele

x,y

1.1 KEYOPT

ET, itype, ename, kop1kop6, inopr

Itype

Ename

Keyopt, itype, knum, value

itype:

knum:

value:

,keyoptET

1.2

1.2.1

1.a. 34

b.

c. 3

d. mahkey

e. mshpattern

* Lcomb

amap4

*

2. 1

a.

b.

c.

2

3

a. ;

b.

c. lesize

d.

e.

3.

4. desizelesize

kesize

esize

desize

smartzing

lesize

kesize

smartsize

LESIZE,NL1,Size, Angsiz,ndiv,space,kforc,layer1,layer2,kyndiv

NL1: all,

Size: size

Angsiz:

Ndiv:

Space: +:

-:

free:

kforc 0:

1

2

3

kyndiv: 0No,off

1yes,on

ESIZE,size,ndiv

desize, minl, minh,

minl: n 3

defa

stat

off

minh: n 2

mshape, key, dimension

key: 0 2D3D

1 (2D), (3D)

Dimension: 2D

3D

smart,off

mshkey, key

key: 0

1

2 smartsizing

Amesh, nA1,nA2,ninc

nA1,nA2,ninc nA1All,

SECTYPE, ID, TYPE, SUBTYPE, NAME, REFINEKEY

ID:

TYPE: BEAM:

SUBTYPE: RECT

CSOLID:

CTUBE:

I:

HREC:

ASEC:

MESH:

NAME: 8

REFINEKEY: 0~5SECDATA SECDATA, VAL1, VAL2, .VAL10

SUBTYPE=MESH, SECWRITESECREAD

SECNUM,SECID

LATT, MAT, REAL, TYPE, --, KB, KE, SECNUM

MAT:

REAL:

TYPE:

KBKE:

SECNUM:

SECPLOT,SECID,MESHKEY

SECID:SECTYPE

MESHKEY0

1

/ESHAPE, SCALE

SCALE: 0:

1

esurf, xnode, tlab, shape

xnode: surf151 surf152

tlab:

top

Bottom

Reverse

Shape:

Tri

Nummrg,label,toler, Gtoler,action,switch item

label:

node: Elem,kp:

mat: type: Real:

cpCECE: All

toler:

Gtoler

Action: sele

switch: low, high

Lsel, type, item, comp, vmin, vmax, vinc, kswp

type: s

r

a

au

none

u(unselect)

inve:

item: line

loc

length

comp: x,y,z

kswp: 0

1

Nsel, type, item, comp, vmin, vmax, vinc, kabs

Type: S:

R:

A:

U:

All:

None:

Inve:

Stat:

Item: loc:

node:

Comp:

Vmin,vmax,vinc: ITEM

Kabs: 0

1

NSLL,type, nkey

nsla, type, nkey:

types

r

a

u

nkey: 0

1

esel, type, item, comp, vmin, vmax, vinc, kabs

Type: S:

R:

A:

U:

All:

None:

Inve:

Stat:

Item Elem:

Type:

Mat:

Real:

Esys:

ALLSEL, LABT, ENTITY

LABT: ALL:

BELOW:

ENTITY: ALL:

VOLU:

AREA:

LINE :

KP:

ELEM:

NODE:

Tshap,shape 2D3D

Shape: line:

Arc:

Tria:3

Quad:4

.

1.1 cp, nset, lab,,node1,node2,node17

nset:

lab: ux,uy,uz,rotx,roty,rotz

node1-node17: node1=all,

1

2

CPINTF, LAB, TOLER

LABUX,UY,UZ,ROTX,ROTY,ROTZ,ALL

TOLER: 0.0001

1.2 1

2

ETABLE, LAB, ITEM, COMP

LAB:REFL, STAT, ERAS

ITEM:

COMP:

1.3

save, fname, ext,dir, slab

fname : 32

ext: 32db

dir: 64

slab: all

model

solv

/solu

1.1

D, node, lab, value, value2, nend, ninc, lab2, lab3, lab6

Node : all,nendninc.

Lab: ux,uy,uz,rotx,roty,rotz,all

Value,value2: 0

Nend, ninc: node-nendninc

Lab2-lab6: lab2-lab6

1.2

antype, status, ldstep, substep, action

antype: static or 1

buckle or 2

modal or 3

trans or 4

status: new

rest static,full transion

ldstep: runn

substep: runn

action, continue: ldstep,substep

singleframe restart:

jobname.db

jobname.emat

jobname.esav .osav : .esav.osav.esav

results file:

.rdb, .ldhi, rnnn

1anasys

2

3antype, rest

4

5jobname.trl

kuse: 1

6

multiframe restart:

pred,sskey, --,lskey..

sskey: off solid65off

on solid65on

--

lskey: off

on sskeyon

solcontrolon

autots, key

key:on: solcontrolonon

off: solcontroloffoff

1: solcontrolonautots .log1

NROPT, option,--,adptky

OPTION: AUTO:

FULL:

MODI:

INIT

UNSYM

ADPTKY:ON:

OFF

NLGEOMKEY

KEY: OFF:

ON

ncnv, kstop, dlim, itlim, etlim, cplim

kstop: 0

1

2,

dlim1.0e6

itlim:

etlim

cplimcpu

solcontrol ,key1, key2,key3,vtol

key1: on

CNVTOL

Toler=0.5%

Minref=0.01()

NEQIT

15~26

ARCLEN

ansys5.3

PRED

rotx,y,zsolid65

LNSRCH

CUTCONTROL

Plslimit=15%, npoint=13

SSTIF

NLGEOM,on

NROPT,adaptkey

12,26,48,49,5220,23,24,60

AUTOS

off

key2: on key1on

keyopt(7)

keyopt(2)=on

key3:

nopl:

incp:

vtol

outres, item, freq, cname

item: all

basic nsol, rsol, nload, strs

nsol

rsol

nload

strs

freq: n,n

none:

all:

last:

1.1

nsubst, nsbstp, nsbmx, nsbmn, carry

nsbstp:

autots,solcontrol3D-1-20solcontrol3D1solcontrol1

nsbmx, nsbmn

time, time

0

f, node, lab, value, value2, nend, ninc

node:

lab: Fx,Fy,Fz,Mx,My,Mz

value:

value2:

nend,nincnodenendninc

1

sfa, area, lkey, lab, value, value2

area: n

all

lkey:

lab: pres

value:

SFBEAM, ELEM, LKEY, LAB, VALI, VALJ, VAL2I, VAL2J, IOFFST, JOFFST

ELEM: ALL,

LKEY: BEAM188123

VALI,VALJ: I, J

VAL2I,VAL2J:

IOFFST, JOFFST: I, J

lswrite, lsnum

lsnum

stat

init 1

1

1.1.1

1.

2.

1.2

lssolve, lsmin, lsmax, lsinc

lsmin, lsmax, lsinc

2 /post1 set, lstep, sbstep, fact, king, time, angle, nset

lstep :

sbstep

time

nset data set number

dscale, wn, dmult

wn: all,1

dmult, 0auto : 5%

pldisp, kund

kund 0

1

2

*get, par, node, n, u, x(y,z) nx(y,z)par

ux(n),uy(n),uz(z)

node(x,y,z): (x,y,z)

arnode(x,y,z)n

/solu

fsum, lab, item

lab:

rsys rsys

item:

cont:

PRSSOL, ITEM, COMP BEAM188BEAM189

ANSYSANSYS

itemcomp

SCOMPX,XZ,YZ

PRINS1,S2,S3SINTSEQV

EPTOCOMP

PRIN

EPPLCOMP

PRIN

plnsol, item, comp, kund, fact

item:

comp:

kund: 0

1

2

fact: 2D1

itemcompdiscription

ux,y,z,sum

rotx,y,z,sum

sx,y,z,xy,yz,xz

123

Int,eqvintensity,

epeox,y,z,xy,yz,xz

1,2,3

Int,eqvintensity,

epelx,y,z,xy,yz,xz

123

Int,eqvintensity,

epplx,y,z,xy,yz,xz

PRNSOL, item, comp

item:

comp:

PRETAB, LAB1, LAB2, LAB9

LABn : ETABLE

ETABLE

PLLS, LABI, LABJ, FACT, KUND

LABI:I

LABJ:J

FACT: 1

kund: 0

1

2

1 post26

nsol, nvar, node, item, comp,name

nvar2nvnumvar

node:

item

comp

u

x, y,z

rot

x, y,z

u ESOL, NVAR, ELEM, NODE, ITEM, COMP, NAME

NVAR: 2

ELEM:

NODE:

ITEM:

COMP:

NAME: 8 ITEMCOMP

rforce, nvar, node, item, comp, name

nvar:

node:

item

comp

F

x, y.z

M

x, y,z

name: 8

add, ir, ia,ib,ic,name,--,--,facta, factb, factc

ia,ib,icir

ir, ia,ib,ic

name:

/grid, key

key: 0 off

1on xy

2x x

3y y

xvar, n

n: 01 x

n xn

-1

/axlab, axis, lab

axis: xy

lab: 30

plvar, nvar, nvar2, ,nvar10

prvar, nvar1, ,nvar6

2 PLOTCONTROL

pbc, ilem, ,key, min, max, abs

item: u

rot

key: 0

1

2

/SHOW, FNAME, EXT, VECT, NCPL

FNAME: X11:

JPEG: JPEG

1

u *do, par, ival, fval, inc do

par:

ival, fval, inc

u *enddo do

u *if,val1, oper, val2, base:

val1, val2:

oper: 1e-10

eq, ne, lt, gt, le, ge, ablt, abgt

base: oper

lable:

stop: anasys

exit: do

cycle: do

then: if-then-else

do,iflabel

2

1.(1)(2)

(1) a.b.

a.

b.

(2) JCGPCGICCG

JCG

PCG

ICCGJCG,

2.

1strain intensity

2 avprin 03(stress intensity)

(4)