! ! CalculiX - A 3-dimensional finite element program ! Copyright (C) 1998-2007 Guido Dhondt ! ! This program is free software; you can redistribute it and/or ! modify it under the terms of the GNU General Public License as ! published by the Free Software Foundation(version 2); ! ! ! This program is distributed in the hope that it will be useful, ! but WITHOUT ANY WARRANTY; without even the implied warranty of ! MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the ! GNU General Public License for more details. ! ! You should have received a copy of the GNU General Public License ! along with this program; if not, write to the Free Software ! Foundation, Inc., 675 Mass Ave, Cambridge, MA 02139, USA. ! subroutine elastics(inpc,textpart,elcon,nelcon, & nmat,ntmat_,ncmat_,irstrt,istep,istat,n,iline,ipol,inl,ipoinp, & inp,ipoinpc) ! ! reading the input deck: *ELASTIC ! implicit none ! character*1 inpc(*) character*132 textpart(16) ! integer nelcon(2,*),nmat,ntmat,ntmat_,istep,istat,ipoinpc(0:*), & n,key,i,ityp,ncmat_,irstrt,iline,ipol,inl,ipoinp(2,*),inp(3,*) ! real*8 elcon(0:ncmat_,ntmat_,*) ! ntmat=0 ! if((istep.gt.0).and.(irstrt.ge.0)) then write(*,*) '*ERROR in elastics: *ELASTIC should be placed' write(*,*) ' before all step definitions' stop endif ! if(nmat.eq.0) then write(*,*) '*ERROR in elastics: *ELASTIC should be preceded' write(*,*) ' by a *MATERIAL card' stop endif ! ityp=2 ! do i=2,n if(textpart(i)(1:5).eq.'TYPE=') then if(textpart(i)(6:8).eq.'ISO') then ityp=2 elseif(textpart(i)(6:10).eq.'ORTHO') then ityp=9 elseif(textpart(i)(6:10).eq.'ANISO') then ityp=21 endif exit endif enddo ! nelcon(1,nmat)=ityp ! if(ityp.eq.2) then do call getnewline(inpc,textpart,istat,n,key,iline,ipol,inl, & ipoinp,inp,ipoinpc) if((istat.lt.0).or.(key.eq.1)) return ntmat=ntmat+1 nelcon(2,nmat)=ntmat if(ntmat.gt.ntmat_) then write(*,*) '*ERROR in elastics: increase ntmat_' stop endif do i=1,2 read(textpart(i)(1:20),'(f20.0)',iostat=istat) & elcon(i,ntmat,nmat) if(istat.gt.0) call inputerror(inpc,ipoinpc,iline) enddo if(textpart(3)(1:1).ne.' ') then read(textpart(3)(1:20),'(f20.0)',iostat=istat) & elcon(0,ntmat,nmat) if(istat.gt.0) call inputerror(inpc,ipoinpc,iline) else elcon(0,ntmat,nmat)=0.d0 endif enddo elseif(ityp.eq.9) then do call getnewline(inpc,textpart,istat,n,key,iline,ipol,inl, & ipoinp,inp,ipoinpc) if((istat.lt.0).or.(key.eq.1)) return ntmat=ntmat+1 nelcon(2,nmat)=ntmat if(ntmat.gt.ntmat_) then write(*,*) '*ERROR in elastics: increase ntmat_' stop endif do i=1,8 read(textpart(i)(1:20),'(f20.0)',iostat=istat) & elcon(i,ntmat,nmat) if(istat.gt.0) call inputerror(inpc,ipoinpc,iline) enddo ! call getnewline(inpc,textpart,istat,n,key,iline,ipol,inl, & ipoinp,inp,ipoinpc) if((istat.lt.0).or.(key.eq.1)) then write(*,*) '*ERROR in elastics: orthotropic definition' write(*,*) ' is not complete. ' call inputerror(inpc,ipoinpc,iline) stop endif do i=1,1 read(textpart(i)(1:20),'(f20.0)',iostat=istat) & elcon(8+i,ntmat,nmat) if(istat.gt.0) call inputerror(inpc,ipoinpc,iline) enddo if(textpart(2)(1:1).ne.' ') then read(textpart(2)(1:20),'(f20.0)',iostat=istat) & elcon(0,ntmat,nmat) if(istat.gt.0) call inputerror(inpc,ipoinpc,iline) else elcon(0,ntmat,nmat)=0.d0 endif enddo elseif(ityp.eq.21) then do call getnewline(inpc,textpart,istat,n,key,iline,ipol,inl, & ipoinp,inp,ipoinpc) if((istat.lt.0).or.(key.eq.1)) return ntmat=ntmat+1 nelcon(2,nmat)=ntmat if(ntmat.gt.ntmat_) then write(*,*) '*ERROR in elastics: increase ntmat_' stop endif do i=1,8 read(textpart(i)(1:20),'(f20.0)',iostat=istat) & elcon(i,ntmat,nmat) if(istat.gt.0) call inputerror(inpc,ipoinpc,iline) enddo ! call getnewline(inpc,textpart,istat,n,key,iline,ipol,inl, & ipoinp,inp,ipoinpc) if((istat.lt.0).or.(key.eq.1)) then write(*,*) '*ERROR in elastics: anisotropic definition' write(*,*) ' is not complete. ' call inputerror(inpc,ipoinpc,iline) stop endif do i=1,8 read(textpart(i)(1:20),'(f20.0)',iostat=istat) & elcon(8+i,ntmat,nmat) if(istat.gt.0) call inputerror(inpc,ipoinpc,iline) enddo ! call getnewline(inpc,textpart,istat,n,key,iline,ipol,inl, & ipoinp,inp,ipoinpc) if((istat.lt.0).or.(key.eq.1)) then write(*,*) '*ERROR in elastics: anisotropic definition' write(*,*) ' is not complete. ' call inputerror(inpc,ipoinpc,iline) stop endif do i=1,5 read(textpart(i)(1:20),'(f20.0)',iostat=istat) & elcon(16+i,ntmat,nmat) if(istat.gt.0) call inputerror(inpc,ipoinpc,iline) enddo if(textpart(6)(1:1).ne.' ') then read(textpart(6)(1:20),'(f20.0)',iostat=istat) & elcon(0,ntmat,nmat) if(istat.gt.0) call inputerror(inpc,ipoinpc,iline) else elcon(0,ntmat,nmat)=0.d0 endif enddo endif ! return end