Add scripts and inp files.

This commit is contained in:
James Grogan 2024-05-13 20:50:21 +01:00
parent ad937f2602
commit e19f869a1e
390 changed files with 6580687 additions and 10 deletions

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c These subroutines control the velocity of exterior nodes in the
c ALE adaptive mesh domain for 3D uniform corrosion analysis.
c Author: J. Grogan - BMEC, NUI Galway. Created: 19/09/2012
c ------------------------------------------------------------------
c SUB UEXTERNALDB: This is used only at the begining of an analysis.
c It populates the 'facet' and 'nbr' common block arrays.
subroutine uexternaldb(lop,lrestart,time,dtime,kstep,kinc)
include 'aba_param.inc'
c Common Block Declarations
parameter (maxNodes=700000,maxFacets=700000)
integer nbr(maxNodes,5),facet(maxFacets,12)
real crd(maxNodes,3)
common nbr,facet,crd
c Other Declarations
integer n(8)
character*256 outdir
c
if(lop==0.or.lop==4)then
call getoutdir(outdir,lenoutdir)
nbr=0
open(unit=101,file=outdir(1:lenoutdir)//'\nodedata.inc',
1 status='old')
read(101,*)numfaces
do i=1,4*numfaces,4
read(101,*)nfix,n(1),n(2),n(3),n(4),n(5),n(6),n(7),n(8)
c facet(*,12)=fized face flag, facet(*,4-11)=element nodes
do j=1,4
ind=i+j-1
facet(ind,12)=nfix
do k=1,8
facet(ind,3+k)=n(k)
enddo
enddo
do j=1,4
ind=i+j-1
c facet(*,1-3)=nodes in facet
read(101,*)facet(ind,1),facet(ind,2),facet(ind,3)
node=facet(ind,1)
c nbr(node,1)=counter for facets per node
if(nbr(node,1)==0)nbr(node,1)=1
nbr(node,1)=nbr(node,1)+1
c nbr(node,>1)=facet number
nbr(node,nbr(node,1))=ind
enddo
enddo
close(unit=101)
endif
return
end
c ------------------------------------------------------------------
c SUB UFIELD: This is used at the start of each analysis increment.
c It populates the 'crd' common block array.
subroutine ufield(field,kfield,nsecpt,kstep,kinc,time,node,
1 coords,temp,dtemp,nfield)
include 'aba_param.inc'
dimension coords(3)
c Common Block Declarations
parameter (maxNodes=700000,maxFacets=700000)
integer nbr(maxNodes,5),facet(maxFacets,12)
real crd(maxNodes,3)
common nbr,facet,crd
c
crd(node,1)=coords(1)
crd(node,2)=coords(2)
crd(node,3)=coords(3)
return
end
c ------------------------------------------------------------------
c SUB UMESHMOTION: This is used at the start of each mesh sweep.
c It calculates the velocity of each node in the local coord system.
subroutine umeshmotion(uref,ulocal,node,nndof,lnodetype,alocal,
$ ndim,time,dtime,pnewdt,kstep,kinc,kmeshsweep,jmatyp,jgvblock,
$ lsmooth)
include 'aba_param.inc'
c user defined dimension statements
dimension ulocal(*),uglobal(ndim),tlocal(ndim)
dimension alocal(ndim,*),time(2)
c Common Block Declarations
parameter (maxNodes=700000,maxFacets=700000)
integer nbr(maxNodes,5),facet(maxFacets,12)
real crd(maxNodes,3)
common nbr,facet,crd
c Other Declarations
integer np(3)
real fp(6,9),fc(6,3),fe(6,3),fn(6,3),a(3),b(3),c(3),d(3),q(3)
real qnew(3),cp1(3),cp2(3),cp3(3)
if(lnodetype>=3.and.lnodetype<=5)then
C PRINT *,NODE,'IN'
c Analysis Parameters
velocity=0.0d0
tol=1.d-5
c
numFacets=nbr(node,1)-1
c get facet point coords (fp).
do i=1,numFacets
nFacet=nbr(node,i+1)
do j=1,3
nNode=facet(nFacet,j)
if (j==1)nnode=node
do k=1,3
fp(i,3*(j-1)+k)=crd(nNode,k)
enddo
c print *,node,nNode
c print *,crd(nNode,1),crd(nNode,2),crd(nNode,3)
enddo
enddo
c get facet element centroid(fe)
fe=0.
do i=1,numFacets
nFacet=nbr(node,i+1)
do j=1,8
nNode=facet(nFacet,j+3)
do k=1,3
fe(i,k)=fe(i,k)+crd(nNode,k)/8.
enddo
enddo
enddo
c get facet centroids (fc)
do i=1,numFacets
do j=1,3
fc(i,j)=(fp(i,j)+fp(i,j+3)+fp(i,j+6))/3.
enddo
enddo
c get facet normals (fn)
do i=1,numFacets
do j=1,3
a(j)=fp(i,j+3)-fp(i,j)
b(j)=fp(i,j+6)-fp(i,j)
enddo
call crossprod(a,b,c)
rlen=sqrt(c(1)*c(1)+c(2)*c(2)+c(3)*c(3))
c get inward pointing unit normal
dp=0.
do j=1,3
dp=dp+c(j)*(fe(i,j)-fc(i,j))
enddo
rsign=1
if(dp<0.)rsign=-1
do j=1,3
fn(i,j)=rsign*c(j)/rlen
enddo
enddo
c move non-fixed facets along unit normals - update fp
dist=velocity*dtime
do i=1,numFacets
nFacet=nbr(node,i+1)
if(facet(nFacet,12)/=1)then
do j=1,3
fp(i,j)=fp(i,j)+fn(i,j)*dist
fp(i,j+3)=fp(i,j+3)+fn(i,j)*dist
fp(i,j+6)=fp(i,j+6)+fn(i,j)*dist
enddo
endif
enddo
c get old node position (q)
do i=1,3
q(i)=crd(node,i)
enddo
c determine method to get qnew and relevant planes
c method depends on # of unique normal directions
numpairs=0
if(numfacets==1)then
method=1
else
numdir=0
do i=1,numfacets-1
do j=i+1,numfacets
dp=0.
do k=1,3
dp=dp+fn(i,k)*fn(j,k)
enddo
if(abs(dp)<1.-tol.or.abs(dp)>1.+tol)then
np(1)=i
np(2)=j
numdir=2
endif
if (numdir==2)continue
enddo
if(numdir==2)continue
enddo
if(numdir==2)then
method=3
do i=1,numfacets
if(i/=np(1).and.i/=np(2))then
dp1=0.
dp2=0.
do j=1,3
dp1=dp1+fn(np(1),j)*fn(i,j)
dp2=dp2+fn(np(2),j)*fn(i,j)
enddo
if(abs(dp1)<1.-tol.or.abs(dp1)>1.+tol)then
if(abs(dp2)<1.-tol.or.
$ abs(dp2)>1.+tol)then
np(3)=i
numdir=3
method=2
endif
endif
endif
enddo
else
method=1
endif
endif
c Get new node position
if(method==1)then
c get projection of old point q onto any plane
c qnew = q - ((q - p1).n)*n
dp=0.
do i=1,3
dp=dp+(q(i)-fp(1,i))*fn(1,i)
enddo
do i=1,3
qnew(i)=q(i)-dp*fn(1,i)
enddo
elseif(method==2)then
c get distances d from each plane to origin
do i=1,3
d(i)=0.
do j=1,3
d(i)=d(i)-fn(np(i),j)*fp(np(i),j)
enddo
enddo
c get n1 x n2
do i=1,3
a(i)=fn(np(1),i)
b(i)=fn(np(2),i)
enddo
call crossprod(a,b,cp1)
c get n2 x n3
do i=1,3
a(i)=fn(np(2),i)
b(i)=fn(np(3),i)
enddo
call crossprod(a,b,cp2)
c get n3 x n1
do i=1,3
a(i)=fn(np(3),i)
b(i)=fn(np(1),i)
enddo
call crossprod(a,b,cp3)
c get intersection of 3 planes
c qnew = (-d1(n2 x n3)-d2(n3 x n1)-d3(n1 x n2))/(n1.(n2 x n3))
denom=fn(np(1),1)*cp2(1)+fn(np(1),2)*cp2(2)
$ +fn(np(1),3)*cp2(3)
do i=1,3
qnew(i)=-(d(1)*cp2(i)+d(2)*cp3(i)+d(3)*cp1(i))
$ /denom
enddo
else
c find line of intersection of planes given by a point
c and vector
do i=1,2
d(i)=0.
do j=1,3
d(i)=d(i)-fn(np(i),j)*fp(np(i),j)
enddo
enddo
c get n1 x n2
do i=1,3
a(i)=fn(np(1),i)
b(i)=fn(np(2),i)
enddo
call crossprod(a,b,cp1)
rlen=sqrt(cp1(1)*cp1(1)+cp1(2)*cp1(2)+cp1(3)*cp1(3))
do i=1,3
a(i)=d(2)*fn(np(1),i)-d(1)*fn(np(2),i)
enddo
c get (d2n1 - d1n2) x (n1 x n2)
call crossprod(a,cp1,cp2)
c a = unit vector along line
c b = point on line
do i=1,3
a(i)=cp1(i)/rlen
b(i)=cp2(i)/(rlen*rlen)
enddo
c get projection of node onto line
c bq'=((bq).a)*a
dp=0.
do i=1,3
dp=dp+(q(i)-b(i))*a(i)
enddo
do i=1,3
qnew(i)=b(i)+dp*a(i)
enddo
endif
do i=1,3
a(i)=(qnew(i)-q(i))/dtime
enddo
c print *,node,a(1),a(2),a(3)
do i=1,3
uglobal(i) = a(i)
enddo
do i=1,ndim
tlocal(i)=0.
do j=1,ndim
tlocal(i)=tlocal(i)+uglobal(j)*alocal(j,i)
enddo
enddo
do i=1,ndim
ulocal(i)=tlocal(i)
enddo
endif
lsmooth=1
return
end
c Return cross product(c) for input vectors (a, b)
subroutine crossprod(a,b,c)
include 'aba_param.inc'
real a(3),b(3),c(3)
c(1)=a(2)*b(3)-a(3)*b(2)
c(2)=a(3)*b(1)-a(1)*b(3)
c(3)=a(1)*b(2)-a(2)*b(1)
return
end

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c These subroutines control the velocity of exterior nodes in the
c ALE adaptive mesh domain for 3D uniform corrosion analysis.
c Author: J. Grogan - BMEC, NUI Galway. Created: 19/09/2012
c ------------------------------------------------------------------
c SUB UEXTERNALDB: This is used only at the begining of an analysis.
c It populates the 'facet' and 'nbr' common block arrays.
subroutine uexternaldb(lop,lrestart,time,dtime,kstep,kinc)
include 'aba_param.inc'
c Common Block Declarations
parameter (maxNodes=700000,maxFacets=700000)
integer nbr(maxNodes,5),facet(maxFacets,12)
real crd(maxNodes,3)
common nbr,facet,crd
c Other Declarations
integer n(8)
character*256 outdir
c
if(lop==0.or.lop==4)then
call getoutdir(outdir,lenoutdir)
nbr=0
open(unit=101,file=outdir(1:lenoutdir)//'\nodedata.inc',
1 status='old')
read(101,*)numfaces
do i=1,4*numfaces,4
read(101,*)nfix,n(1),n(2),n(3),n(4),n(5),n(6),n(7),n(8)
c facet(*,12)=fized face flag, facet(*,4-11)=element nodes
do j=1,4
ind=i+j-1
facet(ind,12)=nfix
do k=1,8
facet(ind,3+k)=n(k)
enddo
enddo
do j=1,4
ind=i+j-1
c facet(*,1-3)=nodes in facet
read(101,*)facet(ind,1),facet(ind,2),facet(ind,3)
node=facet(ind,1)
c nbr(node,1)=counter for facets per node
if(nbr(node,1)==0)nbr(node,1)=1
nbr(node,1)=nbr(node,1)+1
c nbr(node,>1)=facet number
nbr(node,nbr(node,1))=ind
enddo
enddo
close(unit=101)
endif
return
end
c ------------------------------------------------------------------
c SUB UFIELD: This is used at the start of each analysis increment.
c It populates the 'crd' common block array.
subroutine ufield(field,kfield,nsecpt,kstep,kinc,time,node,
1 coords,temp,dtemp,nfield)
include 'aba_param.inc'
dimension coords(3)
c Common Block Declarations
parameter (maxNodes=700000,maxFacets=700000)
integer nbr(maxNodes,5),facet(maxFacets,12)
real crd(maxNodes,3)
common nbr,facet,crd
c
crd(node,1)=coords(1)
crd(node,2)=coords(2)
crd(node,3)=coords(3)
return
end
c ------------------------------------------------------------------
c SUB UMESHMOTION: This is used at the start of each mesh sweep.
c It calculates the velocity of each node in the local coord system.
subroutine umeshmotion(uref,ulocal,node,nndof,lnodetype,alocal,
$ ndim,time,dtime,pnewdt,kstep,kinc,kmeshsweep,jmatyp,jgvblock,
$ lsmooth)
include 'aba_param.inc'
c user defined dimension statements
dimension ulocal(*),uglobal(ndim),tlocal(ndim)
dimension alocal(ndim,*),time(2)
c Common Block Declarations
parameter (maxNodes=700000,maxFacets=700000)
integer nbr(maxNodes,5),facet(maxFacets,12)
real crd(maxNodes,3)
common nbr,facet,crd
c Other Declarations
integer np(3)
real fp(6,9),fc(6,3),fe(6,3),fn(6,3),a(3),b(3),c(3),d(3),q(3)
real qnew(3),cp1(3),cp2(3),cp3(3)
if(lnodetype>=3.and.lnodetype<=5)then
C PRINT *,NODE,'IN'
c Analysis Parameters
velocity=0.005d0
tol=1.d-5
c
numFacets=nbr(node,1)-1
c get facet point coords (fp).
do i=1,numFacets
nFacet=nbr(node,i+1)
do j=1,3
nNode=facet(nFacet,j)
if (j==1)nnode=node
do k=1,3
fp(i,3*(j-1)+k)=crd(nNode,k)
enddo
c print *,node,nNode
c print *,crd(nNode,1),crd(nNode,2),crd(nNode,3)
enddo
enddo
c get facet element centroid(fe)
fe=0.
do i=1,numFacets
nFacet=nbr(node,i+1)
do j=1,8
nNode=facet(nFacet,j+3)
do k=1,3
fe(i,k)=fe(i,k)+crd(nNode,k)/8.
enddo
enddo
enddo
c get facet centroids (fc)
do i=1,numFacets
do j=1,3
fc(i,j)=(fp(i,j)+fp(i,j+3)+fp(i,j+6))/3.
enddo
enddo
c get facet normals (fn)
do i=1,numFacets
do j=1,3
a(j)=fp(i,j+3)-fp(i,j)
b(j)=fp(i,j+6)-fp(i,j)
enddo
call crossprod(a,b,c)
rlen=sqrt(c(1)*c(1)+c(2)*c(2)+c(3)*c(3))
c get inward pointing unit normal
dp=0.
do j=1,3
dp=dp+c(j)*(fe(i,j)-fc(i,j))
enddo
rsign=1
if(dp<0.)rsign=-1
do j=1,3
fn(i,j)=rsign*c(j)/rlen
enddo
enddo
c move non-fixed facets along unit normals - update fp
dist=velocity*dtime
do i=1,numFacets
nFacet=nbr(node,i+1)
if(facet(nFacet,12)/=1)then
do j=1,3
fp(i,j)=fp(i,j)+fn(i,j)*dist
fp(i,j+3)=fp(i,j+3)+fn(i,j)*dist
fp(i,j+6)=fp(i,j+6)+fn(i,j)*dist
enddo
endif
enddo
c get old node position (q)
do i=1,3
q(i)=crd(node,i)
enddo
c determine method to get qnew and relevant planes
c method depends on # of unique normal directions
numpairs=0
if(numfacets==1)then
method=1
else
numdir=0
do i=1,numfacets-1
do j=i+1,numfacets
dp=0.
do k=1,3
dp=dp+fn(i,k)*fn(j,k)
enddo
if(abs(dp)<1.-tol.or.abs(dp)>1.+tol)then
np(1)=i
np(2)=j
numdir=2
endif
if (numdir==2)continue
enddo
if(numdir==2)continue
enddo
if(numdir==2)then
method=3
do i=1,numfacets
if(i/=np(1).and.i/=np(2))then
dp1=0.
dp2=0.
do j=1,3
dp1=dp1+fn(np(1),j)*fn(i,j)
dp2=dp2+fn(np(2),j)*fn(i,j)
enddo
if(abs(dp1)<1.-tol.or.abs(dp1)>1.+tol)then
if(abs(dp2)<1.-tol.or.
$ abs(dp2)>1.+tol)then
np(3)=i
numdir=3
method=2
endif
endif
endif
enddo
else
method=1
endif
endif
c Get new node position
if(method==1)then
c get projection of old point q onto any plane
c qnew = q - ((q - p1).n)*n
dp=0.
do i=1,3
dp=dp+(q(i)-fp(1,i))*fn(1,i)
enddo
do i=1,3
qnew(i)=q(i)-dp*fn(1,i)
enddo
elseif(method==2)then
c get distances d from each plane to origin
do i=1,3
d(i)=0.
do j=1,3
d(i)=d(i)-fn(np(i),j)*fp(np(i),j)
enddo
enddo
c get n1 x n2
do i=1,3
a(i)=fn(np(1),i)
b(i)=fn(np(2),i)
enddo
call crossprod(a,b,cp1)
c get n2 x n3
do i=1,3
a(i)=fn(np(2),i)
b(i)=fn(np(3),i)
enddo
call crossprod(a,b,cp2)
c get n3 x n1
do i=1,3
a(i)=fn(np(3),i)
b(i)=fn(np(1),i)
enddo
call crossprod(a,b,cp3)
c get intersection of 3 planes
c qnew = (-d1(n2 x n3)-d2(n3 x n1)-d3(n1 x n2))/(n1.(n2 x n3))
denom=fn(np(1),1)*cp2(1)+fn(np(1),2)*cp2(2)
$ +fn(np(1),3)*cp2(3)
do i=1,3
qnew(i)=-(d(1)*cp2(i)+d(2)*cp3(i)+d(3)*cp1(i))
$ /denom
enddo
else
c find line of intersection of planes given by a point
c and vector
do i=1,2
d(i)=0.
do j=1,3
d(i)=d(i)-fn(np(i),j)*fp(np(i),j)
enddo
enddo
c get n1 x n2
do i=1,3
a(i)=fn(np(1),i)
b(i)=fn(np(2),i)
enddo
call crossprod(a,b,cp1)
rlen=sqrt(cp1(1)*cp1(1)+cp1(2)*cp1(2)+cp1(3)*cp1(3))
do i=1,3
a(i)=d(2)*fn(np(1),i)-d(1)*fn(np(2),i)
enddo
c get (d2n1 - d1n2) x (n1 x n2)
call crossprod(a,cp1,cp2)
c a = unit vector along line
c b = point on line
do i=1,3
a(i)=cp1(i)/rlen
b(i)=cp2(i)/(rlen*rlen)
enddo
c get projection of node onto line
c bq'=((bq).a)*a
dp=0.
do i=1,3
dp=dp+(q(i)-b(i))*a(i)
enddo
do i=1,3
qnew(i)=b(i)+dp*a(i)
enddo
endif
do i=1,3
a(i)=(qnew(i)-q(i))/dtime
enddo
c print *,node,a(1),a(2),a(3)
do i=1,3
uglobal(i) = a(i)
enddo
do i=1,ndim
tlocal(i)=0.
do j=1,ndim
tlocal(i)=tlocal(i)+uglobal(j)*alocal(j,i)
enddo
enddo
do i=1,ndim
ulocal(i)=tlocal(i)
enddo
endif
lsmooth=1
return
end
c Return cross product(c) for input vectors (a, b)
subroutine crossprod(a,b,c)
include 'aba_param.inc'
real a(3),b(3),c(3)
c(1)=a(2)*b(3)-a(3)*b(2)
c(2)=a(3)*b(1)-a(1)*b(3)
c(3)=a(1)*b(2)-a(2)*b(1)
return
end

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c These subroutines control the velocity of exterior nodes in the
c ALE adaptive mesh domain for 3D uniform corrosion analysis.
c Author: J. Grogan - BMEC, NUI Galway. Created: 19/09/2012
c ------------------------------------------------------------------
c SUB UEXTERNALDB: This is used only at the begining of an analysis.
c It populates the 'facet' and 'nbr' common block arrays.
subroutine uexternaldb(lop,lrestart,time,dtime,kstep,kinc)
include 'aba_param.inc'
c Common Block Declarations
parameter (maxNodes=700000,maxFacets=700000)
integer nbr(maxNodes,5),facet(maxFacets,12)
real crd(maxNodes,3)
common nbr,facet,crd
c Other Declarations
integer n(8)
character*256 outdir
c
if(lop==0.or.lop==4)then
call getoutdir(outdir,lenoutdir)
nbr=0
open(unit=101,file=outdir(1:lenoutdir)//'\nodedata.inc',
1 status='old')
read(101,*)numfaces
do i=1,4*numfaces,4
read(101,*)nfix,n(1),n(2),n(3),n(4),n(5),n(6),n(7),n(8)
c facet(*,12)=fized face flag, facet(*,4-11)=element nodes
do j=1,4
ind=i+j-1
facet(ind,12)=nfix
do k=1,8
facet(ind,3+k)=n(k)
enddo
enddo
do j=1,4
ind=i+j-1
c facet(*,1-3)=nodes in facet
read(101,*)facet(ind,1),facet(ind,2),facet(ind,3)
node=facet(ind,1)
c nbr(node,1)=counter for facets per node
if(nbr(node,1)==0)nbr(node,1)=1
nbr(node,1)=nbr(node,1)+1
c nbr(node,>1)=facet number
nbr(node,nbr(node,1))=ind
enddo
enddo
close(unit=101)
endif
return
end
c ------------------------------------------------------------------
c SUB UFIELD: This is used at the start of each analysis increment.
c It populates the 'crd' common block array.
subroutine ufield(field,kfield,nsecpt,kstep,kinc,time,node,
1 coords,temp,dtemp,nfield)
include 'aba_param.inc'
dimension coords(3)
c Common Block Declarations
parameter (maxNodes=700000,maxFacets=700000)
integer nbr(maxNodes,5),facet(maxFacets,12)
real crd(maxNodes,3)
common nbr,facet,crd
c
crd(node,1)=coords(1)
crd(node,2)=coords(2)
crd(node,3)=coords(3)
return
end
c ------------------------------------------------------------------
c SUB UMESHMOTION: This is used at the start of each mesh sweep.
c It calculates the velocity of each node in the local coord system.
subroutine umeshmotion(uref,ulocal,node,nndof,lnodetype,alocal,
$ ndim,time,dtime,pnewdt,kstep,kinc,kmeshsweep,jmatyp,jgvblock,
$ lsmooth)
include 'aba_param.inc'
c user defined dimension statements
dimension ulocal(*),uglobal(ndim),tlocal(ndim)
dimension alocal(ndim,*),time(2)
c Common Block Declarations
parameter (maxNodes=700000,maxFacets=700000)
integer nbr(maxNodes,5),facet(maxFacets,12)
real crd(maxNodes,3)
common nbr,facet,crd
c Other Declarations
integer np(3)
real fp(6,9),fc(6,3),fe(6,3),fn(6,3),a(3),b(3),c(3),d(3),q(3)
real qnew(3),cp1(3),cp2(3),cp3(3)
if(lnodetype>=3.and.lnodetype<=5)then
C PRINT *,NODE,'IN'
c Analysis Parameters
velocity=0.01d0
tol=1.d-5
c
numFacets=nbr(node,1)-1
c get facet point coords (fp).
do i=1,numFacets
nFacet=nbr(node,i+1)
do j=1,3
nNode=facet(nFacet,j)
if (j==1)nnode=node
do k=1,3
fp(i,3*(j-1)+k)=crd(nNode,k)
enddo
c print *,node,nNode
c print *,crd(nNode,1),crd(nNode,2),crd(nNode,3)
enddo
enddo
c get facet element centroid(fe)
fe=0.
do i=1,numFacets
nFacet=nbr(node,i+1)
do j=1,8
nNode=facet(nFacet,j+3)
do k=1,3
fe(i,k)=fe(i,k)+crd(nNode,k)/8.
enddo
enddo
enddo
c get facet centroids (fc)
do i=1,numFacets
do j=1,3
fc(i,j)=(fp(i,j)+fp(i,j+3)+fp(i,j+6))/3.
enddo
enddo
c get facet normals (fn)
do i=1,numFacets
do j=1,3
a(j)=fp(i,j+3)-fp(i,j)
b(j)=fp(i,j+6)-fp(i,j)
enddo
call crossprod(a,b,c)
rlen=sqrt(c(1)*c(1)+c(2)*c(2)+c(3)*c(3))
c get inward pointing unit normal
dp=0.
do j=1,3
dp=dp+c(j)*(fe(i,j)-fc(i,j))
enddo
rsign=1
if(dp<0.)rsign=-1
do j=1,3
fn(i,j)=rsign*c(j)/rlen
enddo
enddo
c move non-fixed facets along unit normals - update fp
dist=velocity*dtime
do i=1,numFacets
nFacet=nbr(node,i+1)
if(facet(nFacet,12)/=1)then
do j=1,3
fp(i,j)=fp(i,j)+fn(i,j)*dist
fp(i,j+3)=fp(i,j+3)+fn(i,j)*dist
fp(i,j+6)=fp(i,j+6)+fn(i,j)*dist
enddo
endif
enddo
c get old node position (q)
do i=1,3
q(i)=crd(node,i)
enddo
c determine method to get qnew and relevant planes
c method depends on # of unique normal directions
numpairs=0
if(numfacets==1)then
method=1
else
numdir=0
do i=1,numfacets-1
do j=i+1,numfacets
dp=0.
do k=1,3
dp=dp+fn(i,k)*fn(j,k)
enddo
if(abs(dp)<1.-tol.or.abs(dp)>1.+tol)then
np(1)=i
np(2)=j
numdir=2
endif
if (numdir==2)continue
enddo
if(numdir==2)continue
enddo
if(numdir==2)then
method=3
do i=1,numfacets
if(i/=np(1).and.i/=np(2))then
dp1=0.
dp2=0.
do j=1,3
dp1=dp1+fn(np(1),j)*fn(i,j)
dp2=dp2+fn(np(2),j)*fn(i,j)
enddo
if(abs(dp1)<1.-tol.or.abs(dp1)>1.+tol)then
if(abs(dp2)<1.-tol.or.
$ abs(dp2)>1.+tol)then
np(3)=i
numdir=3
method=2
endif
endif
endif
enddo
else
method=1
endif
endif
c Get new node position
if(method==1)then
c get projection of old point q onto any plane
c qnew = q - ((q - p1).n)*n
dp=0.
do i=1,3
dp=dp+(q(i)-fp(1,i))*fn(1,i)
enddo
do i=1,3
qnew(i)=q(i)-dp*fn(1,i)
enddo
elseif(method==2)then
c get distances d from each plane to origin
do i=1,3
d(i)=0.
do j=1,3
d(i)=d(i)-fn(np(i),j)*fp(np(i),j)
enddo
enddo
c get n1 x n2
do i=1,3
a(i)=fn(np(1),i)
b(i)=fn(np(2),i)
enddo
call crossprod(a,b,cp1)
c get n2 x n3
do i=1,3
a(i)=fn(np(2),i)
b(i)=fn(np(3),i)
enddo
call crossprod(a,b,cp2)
c get n3 x n1
do i=1,3
a(i)=fn(np(3),i)
b(i)=fn(np(1),i)
enddo
call crossprod(a,b,cp3)
c get intersection of 3 planes
c qnew = (-d1(n2 x n3)-d2(n3 x n1)-d3(n1 x n2))/(n1.(n2 x n3))
denom=fn(np(1),1)*cp2(1)+fn(np(1),2)*cp2(2)
$ +fn(np(1),3)*cp2(3)
do i=1,3
qnew(i)=-(d(1)*cp2(i)+d(2)*cp3(i)+d(3)*cp1(i))
$ /denom
enddo
else
c find line of intersection of planes given by a point
c and vector
do i=1,2
d(i)=0.
do j=1,3
d(i)=d(i)-fn(np(i),j)*fp(np(i),j)
enddo
enddo
c get n1 x n2
do i=1,3
a(i)=fn(np(1),i)
b(i)=fn(np(2),i)
enddo
call crossprod(a,b,cp1)
rlen=sqrt(cp1(1)*cp1(1)+cp1(2)*cp1(2)+cp1(3)*cp1(3))
do i=1,3
a(i)=d(2)*fn(np(1),i)-d(1)*fn(np(2),i)
enddo
c get (d2n1 - d1n2) x (n1 x n2)
call crossprod(a,cp1,cp2)
c a = unit vector along line
c b = point on line
do i=1,3
a(i)=cp1(i)/rlen
b(i)=cp2(i)/(rlen*rlen)
enddo
c get projection of node onto line
c bq'=((bq).a)*a
dp=0.
do i=1,3
dp=dp+(q(i)-b(i))*a(i)
enddo
do i=1,3
qnew(i)=b(i)+dp*a(i)
enddo
endif
do i=1,3
a(i)=(qnew(i)-q(i))/dtime
enddo
c print *,node,a(1),a(2),a(3)
do i=1,3
uglobal(i) = a(i)
enddo
do i=1,ndim
tlocal(i)=0.
do j=1,ndim
tlocal(i)=tlocal(i)+uglobal(j)*alocal(j,i)
enddo
enddo
do i=1,ndim
ulocal(i)=tlocal(i)
enddo
endif
lsmooth=1
return
end
c Return cross product(c) for input vectors (a, b)
subroutine crossprod(a,b,c)
include 'aba_param.inc'
real a(3),b(3),c(3)
c(1)=a(2)*b(3)-a(3)*b(2)
c(2)=a(3)*b(1)-a(1)*b(3)
c(3)=a(1)*b(2)-a(2)*b(1)
return
end

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c These subroutines control the velocity of exterior nodes in the
c ALE adaptive mesh domain for 3D uniform corrosion analysis.
c Author: J. Grogan - BMEC, NUI Galway. Created: 19/09/2012
c ------------------------------------------------------------------
c SUB UEXTERNALDB: This is used only at the begining of an analysis.
c It populates the 'facet' and 'nbr' common block arrays.
subroutine uexternaldb(lop,lrestart,time,dtime,kstep,kinc)
include 'aba_param.inc'
c Common Block Declarations
parameter (maxNodes=700000,maxFacets=700000)
integer nbr(maxNodes,5),facet(maxFacets,12)
real crd(maxNodes,3)
common nbr,facet,crd
c Other Declarations
integer n(8)
character*256 outdir
c
if(lop==0.or.lop==4)then
call getoutdir(outdir,lenoutdir)
nbr=0
open(unit=101,file=outdir(1:lenoutdir)//'\nodedata.inc',
1 status='old')
read(101,*)numfaces
do i=1,4*numfaces,4
read(101,*)nfix,n(1),n(2),n(3),n(4),n(5),n(6),n(7),n(8)
c facet(*,12)=fized face flag, facet(*,4-11)=element nodes
do j=1,4
ind=i+j-1
facet(ind,12)=nfix
do k=1,8
facet(ind,3+k)=n(k)
enddo
enddo
do j=1,4
ind=i+j-1
c facet(*,1-3)=nodes in facet
read(101,*)facet(ind,1),facet(ind,2),facet(ind,3)
node=facet(ind,1)
c nbr(node,1)=counter for facets per node
if(nbr(node,1)==0)nbr(node,1)=1
nbr(node,1)=nbr(node,1)+1
c nbr(node,>1)=facet number
nbr(node,nbr(node,1))=ind
enddo
enddo
close(unit=101)
endif
return
end
c ------------------------------------------------------------------
c SUB UFIELD: This is used at the start of each analysis increment.
c It populates the 'crd' common block array.
subroutine ufield(field,kfield,nsecpt,kstep,kinc,time,node,
1 coords,temp,dtemp,nfield)
include 'aba_param.inc'
dimension coords(3)
c Common Block Declarations
parameter (maxNodes=700000,maxFacets=700000)
integer nbr(maxNodes,5),facet(maxFacets,12)
real crd(maxNodes,3)
common nbr,facet,crd
c
crd(node,1)=coords(1)
crd(node,2)=coords(2)
crd(node,3)=coords(3)
return
end
c ------------------------------------------------------------------
c SUB UMESHMOTION: This is used at the start of each mesh sweep.
c It calculates the velocity of each node in the local coord system.
subroutine umeshmotion(uref,ulocal,node,nndof,lnodetype,alocal,
$ ndim,time,dtime,pnewdt,kstep,kinc,kmeshsweep,jmatyp,jgvblock,
$ lsmooth)
include 'aba_param.inc'
c user defined dimension statements
dimension ulocal(*),uglobal(ndim),tlocal(ndim)
dimension alocal(ndim,*),time(2)
c Common Block Declarations
parameter (maxNodes=700000,maxFacets=700000)
integer nbr(maxNodes,5),facet(maxFacets,12)
real crd(maxNodes,3)
common nbr,facet,crd
c Other Declarations
integer np(3)
real fp(6,9),fc(6,3),fe(6,3),fn(6,3),a(3),b(3),c(3),d(3),q(3)
real qnew(3),cp1(3),cp2(3),cp3(3)
if(lnodetype>=3.and.lnodetype<=5)then
C PRINT *,NODE,'IN'
c Analysis Parameters
velocity=0.02d0
tol=1.d-5
c
numFacets=nbr(node,1)-1
c get facet point coords (fp).
do i=1,numFacets
nFacet=nbr(node,i+1)
do j=1,3
nNode=facet(nFacet,j)
if (j==1)nnode=node
do k=1,3
fp(i,3*(j-1)+k)=crd(nNode,k)
enddo
c print *,node,nNode
c print *,crd(nNode,1),crd(nNode,2),crd(nNode,3)
enddo
enddo
c get facet element centroid(fe)
fe=0.
do i=1,numFacets
nFacet=nbr(node,i+1)
do j=1,8
nNode=facet(nFacet,j+3)
do k=1,3
fe(i,k)=fe(i,k)+crd(nNode,k)/8.
enddo
enddo
enddo
c get facet centroids (fc)
do i=1,numFacets
do j=1,3
fc(i,j)=(fp(i,j)+fp(i,j+3)+fp(i,j+6))/3.
enddo
enddo
c get facet normals (fn)
do i=1,numFacets
do j=1,3
a(j)=fp(i,j+3)-fp(i,j)
b(j)=fp(i,j+6)-fp(i,j)
enddo
call crossprod(a,b,c)
rlen=sqrt(c(1)*c(1)+c(2)*c(2)+c(3)*c(3))
c get inward pointing unit normal
dp=0.
do j=1,3
dp=dp+c(j)*(fe(i,j)-fc(i,j))
enddo
rsign=1
if(dp<0.)rsign=-1
do j=1,3
fn(i,j)=rsign*c(j)/rlen
enddo
enddo
c move non-fixed facets along unit normals - update fp
dist=velocity*dtime
do i=1,numFacets
nFacet=nbr(node,i+1)
if(facet(nFacet,12)/=1)then
do j=1,3
fp(i,j)=fp(i,j)+fn(i,j)*dist
fp(i,j+3)=fp(i,j+3)+fn(i,j)*dist
fp(i,j+6)=fp(i,j+6)+fn(i,j)*dist
enddo
endif
enddo
c get old node position (q)
do i=1,3
q(i)=crd(node,i)
enddo
c determine method to get qnew and relevant planes
c method depends on # of unique normal directions
numpairs=0
if(numfacets==1)then
method=1
else
numdir=0
do i=1,numfacets-1
do j=i+1,numfacets
dp=0.
do k=1,3
dp=dp+fn(i,k)*fn(j,k)
enddo
if(abs(dp)<1.-tol.or.abs(dp)>1.+tol)then
np(1)=i
np(2)=j
numdir=2
endif
if (numdir==2)continue
enddo
if(numdir==2)continue
enddo
if(numdir==2)then
method=3
do i=1,numfacets
if(i/=np(1).and.i/=np(2))then
dp1=0.
dp2=0.
do j=1,3
dp1=dp1+fn(np(1),j)*fn(i,j)
dp2=dp2+fn(np(2),j)*fn(i,j)
enddo
if(abs(dp1)<1.-tol.or.abs(dp1)>1.+tol)then
if(abs(dp2)<1.-tol.or.
$ abs(dp2)>1.+tol)then
np(3)=i
numdir=3
method=2
endif
endif
endif
enddo
else
method=1
endif
endif
c Get new node position
if(method==1)then
c get projection of old point q onto any plane
c qnew = q - ((q - p1).n)*n
dp=0.
do i=1,3
dp=dp+(q(i)-fp(1,i))*fn(1,i)
enddo
do i=1,3
qnew(i)=q(i)-dp*fn(1,i)
enddo
elseif(method==2)then
c get distances d from each plane to origin
do i=1,3
d(i)=0.
do j=1,3
d(i)=d(i)-fn(np(i),j)*fp(np(i),j)
enddo
enddo
c get n1 x n2
do i=1,3
a(i)=fn(np(1),i)
b(i)=fn(np(2),i)
enddo
call crossprod(a,b,cp1)
c get n2 x n3
do i=1,3
a(i)=fn(np(2),i)
b(i)=fn(np(3),i)
enddo
call crossprod(a,b,cp2)
c get n3 x n1
do i=1,3
a(i)=fn(np(3),i)
b(i)=fn(np(1),i)
enddo
call crossprod(a,b,cp3)
c get intersection of 3 planes
c qnew = (-d1(n2 x n3)-d2(n3 x n1)-d3(n1 x n2))/(n1.(n2 x n3))
denom=fn(np(1),1)*cp2(1)+fn(np(1),2)*cp2(2)
$ +fn(np(1),3)*cp2(3)
do i=1,3
qnew(i)=-(d(1)*cp2(i)+d(2)*cp3(i)+d(3)*cp1(i))
$ /denom
enddo
else
c find line of intersection of planes given by a point
c and vector
do i=1,2
d(i)=0.
do j=1,3
d(i)=d(i)-fn(np(i),j)*fp(np(i),j)
enddo
enddo
c get n1 x n2
do i=1,3
a(i)=fn(np(1),i)
b(i)=fn(np(2),i)
enddo
call crossprod(a,b,cp1)
rlen=sqrt(cp1(1)*cp1(1)+cp1(2)*cp1(2)+cp1(3)*cp1(3))
do i=1,3
a(i)=d(2)*fn(np(1),i)-d(1)*fn(np(2),i)
enddo
c get (d2n1 - d1n2) x (n1 x n2)
call crossprod(a,cp1,cp2)
c a = unit vector along line
c b = point on line
do i=1,3
a(i)=cp1(i)/rlen
b(i)=cp2(i)/(rlen*rlen)
enddo
c get projection of node onto line
c bq'=((bq).a)*a
dp=0.
do i=1,3
dp=dp+(q(i)-b(i))*a(i)
enddo
do i=1,3
qnew(i)=b(i)+dp*a(i)
enddo
endif
do i=1,3
a(i)=(qnew(i)-q(i))/dtime
enddo
c print *,node,a(1),a(2),a(3)
do i=1,3
uglobal(i) = a(i)
enddo
do i=1,ndim
tlocal(i)=0.
do j=1,ndim
tlocal(i)=tlocal(i)+uglobal(j)*alocal(j,i)
enddo
enddo
do i=1,ndim
ulocal(i)=tlocal(i)
enddo
endif
lsmooth=1
return
end
c Return cross product(c) for input vectors (a, b)
subroutine crossprod(a,b,c)
include 'aba_param.inc'
real a(3),b(3),c(3)
c(1)=a(2)*b(3)-a(3)*b(2)
c(2)=a(3)*b(1)-a(1)*b(3)
c(3)=a(1)*b(2)-a(2)*b(1)
return
end

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c These subroutines control the velocity of exterior nodes in the
c ALE adaptive mesh domain for 3D uniform corrosion analysis.
c Author: J. Grogan - BMEC, NUI Galway. Created: 19/09/2012
c ------------------------------------------------------------------
c SUB UEXTERNALDB: This is used only at the begining of an analysis.
c It populates the 'facet' and 'nbr' common block arrays.
subroutine uexternaldb(lop,lrestart,time,dtime,kstep,kinc)
include 'aba_param.inc'
c Common Block Declarations
parameter (maxNodes=700000,maxFacets=700000)
integer nbr(maxNodes,5),facet(maxFacets,12)
real crd(maxNodes,3)
common nbr,facet,crd
c Other Declarations
integer n(8)
character*256 outdir
c
if(lop==0.or.lop==4)then
call getoutdir(outdir,lenoutdir)
nbr=0
open(unit=101,file=outdir(1:lenoutdir)//'\nodedata.inc',
1 status='old')
read(101,*)numfaces
do i=1,4*numfaces,4
read(101,*)nfix,n(1),n(2),n(3),n(4),n(5),n(6),n(7),n(8)
c facet(*,12)=fized face flag, facet(*,4-11)=element nodes
do j=1,4
ind=i+j-1
facet(ind,12)=nfix
do k=1,8
facet(ind,3+k)=n(k)
enddo
enddo
do j=1,4
ind=i+j-1
c facet(*,1-3)=nodes in facet
read(101,*)facet(ind,1),facet(ind,2),facet(ind,3)
node=facet(ind,1)
c nbr(node,1)=counter for facets per node
if(nbr(node,1)==0)nbr(node,1)=1
nbr(node,1)=nbr(node,1)+1
c nbr(node,>1)=facet number
nbr(node,nbr(node,1))=ind
enddo
enddo
close(unit=101)
endif
return
end
c ------------------------------------------------------------------
c SUB UFIELD: This is used at the start of each analysis increment.
c It populates the 'crd' common block array.
subroutine ufield(field,kfield,nsecpt,kstep,kinc,time,node,
1 coords,temp,dtemp,nfield)
include 'aba_param.inc'
dimension coords(3)
c Common Block Declarations
parameter (maxNodes=700000,maxFacets=700000)
integer nbr(maxNodes,5),facet(maxFacets,12)
real crd(maxNodes,3)
common nbr,facet,crd
c
crd(node,1)=coords(1)
crd(node,2)=coords(2)
crd(node,3)=coords(3)
return
end
c ------------------------------------------------------------------
c SUB UMESHMOTION: This is used at the start of each mesh sweep.
c It calculates the velocity of each node in the local coord system.
subroutine umeshmotion(uref,ulocal,node,nndof,lnodetype,alocal,
$ ndim,time,dtime,pnewdt,kstep,kinc,kmeshsweep,jmatyp,jgvblock,
$ lsmooth)
include 'aba_param.inc'
c user defined dimension statements
dimension ulocal(*),uglobal(ndim),tlocal(ndim)
dimension alocal(ndim,*),time(2)
c Common Block Declarations
parameter (maxNodes=700000,maxFacets=700000)
integer nbr(maxNodes,5),facet(maxFacets,12)
real crd(maxNodes,3)
common nbr,facet,crd
c Other Declarations
integer np(3)
real fp(6,9),fc(6,3),fe(6,3),fn(6,3),a(3),b(3),c(3),d(3),q(3)
real qnew(3),cp1(3),cp2(3),cp3(3)
if(lnodetype>=3.and.lnodetype<=5)then
C PRINT *,NODE,'IN'
c Analysis Parameters
velocity=0.025d0
tol=1.d-5
c
numFacets=nbr(node,1)-1
c get facet point coords (fp).
do i=1,numFacets
nFacet=nbr(node,i+1)
do j=1,3
nNode=facet(nFacet,j)
if (j==1)nnode=node
do k=1,3
fp(i,3*(j-1)+k)=crd(nNode,k)
enddo
c print *,node,nNode
c print *,crd(nNode,1),crd(nNode,2),crd(nNode,3)
enddo
enddo
c get facet element centroid(fe)
fe=0.
do i=1,numFacets
nFacet=nbr(node,i+1)
do j=1,8
nNode=facet(nFacet,j+3)
do k=1,3
fe(i,k)=fe(i,k)+crd(nNode,k)/8.
enddo
enddo
enddo
c get facet centroids (fc)
do i=1,numFacets
do j=1,3
fc(i,j)=(fp(i,j)+fp(i,j+3)+fp(i,j+6))/3.
enddo
enddo
c get facet normals (fn)
do i=1,numFacets
do j=1,3
a(j)=fp(i,j+3)-fp(i,j)
b(j)=fp(i,j+6)-fp(i,j)
enddo
call crossprod(a,b,c)
rlen=sqrt(c(1)*c(1)+c(2)*c(2)+c(3)*c(3))
c get inward pointing unit normal
dp=0.
do j=1,3
dp=dp+c(j)*(fe(i,j)-fc(i,j))
enddo
rsign=1
if(dp<0.)rsign=-1
do j=1,3
fn(i,j)=rsign*c(j)/rlen
enddo
enddo
c move non-fixed facets along unit normals - update fp
dist=velocity*dtime
do i=1,numFacets
nFacet=nbr(node,i+1)
if(facet(nFacet,12)/=1)then
do j=1,3
fp(i,j)=fp(i,j)+fn(i,j)*dist
fp(i,j+3)=fp(i,j+3)+fn(i,j)*dist
fp(i,j+6)=fp(i,j+6)+fn(i,j)*dist
enddo
endif
enddo
c get old node position (q)
do i=1,3
q(i)=crd(node,i)
enddo
c determine method to get qnew and relevant planes
c method depends on # of unique normal directions
numpairs=0
if(numfacets==1)then
method=1
else
numdir=0
do i=1,numfacets-1
do j=i+1,numfacets
dp=0.
do k=1,3
dp=dp+fn(i,k)*fn(j,k)
enddo
if(abs(dp)<1.-tol.or.abs(dp)>1.+tol)then
np(1)=i
np(2)=j
numdir=2
endif
if (numdir==2)continue
enddo
if(numdir==2)continue
enddo
if(numdir==2)then
method=3
do i=1,numfacets
if(i/=np(1).and.i/=np(2))then
dp1=0.
dp2=0.
do j=1,3
dp1=dp1+fn(np(1),j)*fn(i,j)
dp2=dp2+fn(np(2),j)*fn(i,j)
enddo
if(abs(dp1)<1.-tol.or.abs(dp1)>1.+tol)then
if(abs(dp2)<1.-tol.or.
$ abs(dp2)>1.+tol)then
np(3)=i
numdir=3
method=2
endif
endif
endif
enddo
else
method=1
endif
endif
c Get new node position
if(method==1)then
c get projection of old point q onto any plane
c qnew = q - ((q - p1).n)*n
dp=0.
do i=1,3
dp=dp+(q(i)-fp(1,i))*fn(1,i)
enddo
do i=1,3
qnew(i)=q(i)-dp*fn(1,i)
enddo
elseif(method==2)then
c get distances d from each plane to origin
do i=1,3
d(i)=0.
do j=1,3
d(i)=d(i)-fn(np(i),j)*fp(np(i),j)
enddo
enddo
c get n1 x n2
do i=1,3
a(i)=fn(np(1),i)
b(i)=fn(np(2),i)
enddo
call crossprod(a,b,cp1)
c get n2 x n3
do i=1,3
a(i)=fn(np(2),i)
b(i)=fn(np(3),i)
enddo
call crossprod(a,b,cp2)
c get n3 x n1
do i=1,3
a(i)=fn(np(3),i)
b(i)=fn(np(1),i)
enddo
call crossprod(a,b,cp3)
c get intersection of 3 planes
c qnew = (-d1(n2 x n3)-d2(n3 x n1)-d3(n1 x n2))/(n1.(n2 x n3))
denom=fn(np(1),1)*cp2(1)+fn(np(1),2)*cp2(2)
$ +fn(np(1),3)*cp2(3)
do i=1,3
qnew(i)=-(d(1)*cp2(i)+d(2)*cp3(i)+d(3)*cp1(i))
$ /denom
enddo
else
c find line of intersection of planes given by a point
c and vector
do i=1,2
d(i)=0.
do j=1,3
d(i)=d(i)-fn(np(i),j)*fp(np(i),j)
enddo
enddo
c get n1 x n2
do i=1,3
a(i)=fn(np(1),i)
b(i)=fn(np(2),i)
enddo
call crossprod(a,b,cp1)
rlen=sqrt(cp1(1)*cp1(1)+cp1(2)*cp1(2)+cp1(3)*cp1(3))
do i=1,3
a(i)=d(2)*fn(np(1),i)-d(1)*fn(np(2),i)
enddo
c get (d2n1 - d1n2) x (n1 x n2)
call crossprod(a,cp1,cp2)
c a = unit vector along line
c b = point on line
do i=1,3
a(i)=cp1(i)/rlen
b(i)=cp2(i)/(rlen*rlen)
enddo
c get projection of node onto line
c bq'=((bq).a)*a
dp=0.
do i=1,3
dp=dp+(q(i)-b(i))*a(i)
enddo
do i=1,3
qnew(i)=b(i)+dp*a(i)
enddo
endif
do i=1,3
a(i)=(qnew(i)-q(i))/dtime
enddo
c print *,node,a(1),a(2),a(3)
do i=1,3
uglobal(i) = a(i)
enddo
do i=1,ndim
tlocal(i)=0.
do j=1,ndim
tlocal(i)=tlocal(i)+uglobal(j)*alocal(j,i)
enddo
enddo
do i=1,ndim
ulocal(i)=tlocal(i)
enddo
endif
lsmooth=1
return
end
c Return cross product(c) for input vectors (a, b)
subroutine crossprod(a,b,c)
include 'aba_param.inc'
real a(3),b(3),c(3)
c(1)=a(2)*b(3)-a(3)*b(2)
c(2)=a(3)*b(1)-a(1)*b(3)
c(3)=a(1)*b(2)-a(2)*b(1)
return
end

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@ -0,0 +1,45 @@
# This is a pre-processor script for 3D ALE corrosion analysis.
# Author: J. Grogan - BMEC, NUI Galway. Created: 19/09/2012
from abaqusConstants import *
from abaqus import *
#
aModel=mdb.models['Square6']
aPart=aModel.parts['Geom']
incFile=open('NodeData.inc','w')
#
numFaces=0
pstring=''
# Cycle through all element faces
for eachFace in aPart.elementFaces:
# Check if Face is on external Surface
if len(eachFace.getElements())==1:
numFaces=numFaces+1
faceNodes=eachFace.getNodes()
# Identify 'Fixed' Faces
fixed=1
try:
fSet=aPart.sets['Fixed']
for eachNode in faceNodes:
if eachNode not in fSet.nodes:
fixed=0
break
except:
fixed=0
pstring=pstring+str(fixed)+' '
# Write Element Nodes
eNodes=[]
for eachNode in eachFace.getElements()[0].getNodes():
pstring=pstring+str(eachNode.label)+' '
pstring=pstring+'\n'
# Write Each Face Nodes and Corresponding Connected Nodes
for eachNode in faceNodes:
pstring=pstring+str(eachNode.label)+' '
for eachEdge in eachNode.getElemEdges():
for eachENode in eachEdge.getNodes():
if eachENode.label != eachNode.label and eachENode in faceNodes:
pstring=pstring+str(eachENode.label)+' '
pstring=pstring+'\n'
#
incFile.write(str(numFaces)+'\n')
incFile.write(pstring)
incFile.close()

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# Import Neccesary Abaqus Modules
from abaqusConstants import *
from odbAccess import *
import sys
import os
resFile='E6R.dat'
outFile = open(resFile,"w")
for i in range(1,6):
jobName='E6R'+str(i)
odbfilename=jobName+'.odb'
odb=openOdb(path=odbfilename)
j=0.
for eachFrame in odb.steps["Step-5"].frames:
j=j+1
aSet=odb.rootAssembly.instances['GEOM-1'].nodeSets['BCT']
cforce=0.
for currentForce in eachFrame.fieldOutputs["RF"].getSubset(region=aSet).values:
cforce=cforce+currentForce.data[1]
bSet=odb.rootAssembly.instances['GEOM-1'].nodeSets['BC4']
disp=eachFrame.fieldOutputs["U"].getSubset(region=bSet).values[0].data[1]
if j==2:
cf2=cforce
d2=disp
elif j==4:
cf4=cforce
d4=disp
stiff=abs(cf4-cf2)/abs(d4-d2)
outFile.write("%12.6f \n " % (stiff))
break
odb.close()
outFile.close()

7
Biomaterials13/StudyP1/run.bat Executable file
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@ -0,0 +1,7 @@
(
abq6101 j=C6R1 inp=C6 user=ALE0 inter
abq6101 j=C6R2 inp=C6 user=ALE05 inter
abq6101 j=C6R3 inp=C6 user=ALE10 inter
abq6101 j=C6R4 inp=C6 user=ALE20 inter
abq6101 j=C6R5 inp=C6 user=ALE25 inter
)