p42.f90

I[1].M.Smith所著的《有限元方法编程》第三版Fortran程序

program p42               
!------------------------------------------------------------------------------
! program 4.2 equilibrium of beams
!------------------------------------------------------------------------------
use new_library  ;  use  geometry_lib   ;    implicit none
integer::nels,neq,nn,nband,nr,nod=2,nodof=2,ndof=4,iel,i,k,ndim=1,        &
         loaded_nodes,fixed_nodes,np_types     
!-----------------------------dynamic arrays-----------------------------------
real,allocatable::km(:,:),eld(:),kv(:),loads(:),coord(:,:),               &
                  action(:),g_coord(:,:),value(:),ei(:),ell(:)
integer,allocatable::nf(:,:),g(:),num(:),g_num(:,:),no(:),g_g(:,:),       &
                     node(:),sense(:),etype(:)   
!---------------------input and initialisation--------------------------------
open (10 , file = 'p42.dat' , status = 'old' ,    action ='read')
open (11 , file = 'p42.res' , status = 'replace', action='write')             
read (10,*)nels,np_types; nn=nels+1
allocate(nf(nodof,nn),km(ndof,ndof),coord(nod,ndim),g_coord(ndim,nn),     &
         eld(ndof),action(ndof),g_num(nod,nels), num(nod), g(ndof),       &
         ei(np_types),ell(nels),g_g(ndof,nels),etype(nels)) 
read(10,*)ei; etype=1; if(np_types>1)read(10,*)etype
read(10,*)ell,nr
nf=1; if(nr>0)read(10,*)(k,nf(:,k),i=1,nr); call formnf(nf); neq=maxval(nf)  
!----------------loop the elements to find global array sizes------------------
nband=0
elements_1: do iel=1,nels    
              call geometry_2l(iel,ell(iel),coord,num);call num_to_g(num,nf,g)
              g_num(:,iel)=num; g_coord(:,num)=transpose(coord) 
              g_g(:,iel)=g; if(nband<bandwidth(g))nband=bandwidth(g)
end do elements_1
allocate(kv(neq*(nband+1)),loads(0:neq)); kv=0.0   
write(11,'(a)')"Global coordinates"
do k=1,nn; write(11,'(a,i5,a,3e12.4)')                                     &
    "Node    ",k,"    ",g_coord(:,k); end do
write(11,'(a)')"Global node numbers"
do k=1,nels; write(11,'(a,i5,a,27i3)')                                     &
    "Element ",k,"      ",g_num(:,k); end do
write(11,'(2(a,i5),/)')                                                    &
    "There are ",neq,"  equations and the half-bandwidth is ",nband    
!-------------------global stiffness matrix assembly---------------------------
elements_2: do iel=1, nels
              call beam_km(km,ei(etype(iel)),ell(iel)); g=g_g(:,iel)
              call formkv(kv,km,g,neq)
end do elements_2      
!-------------------read loads and/or displacements----------------------------
loads=0.0; read(10,*)loaded_nodes
if(loaded_nodes/=0)read(10,*)(k,loads(nf(:,k)),i=1,loaded_nodes)
read (10,*)fixed_nodes
if(fixed_nodes/=0)then
   allocate(node(fixed_nodes),no(fixed_nodes),                            &
            sense(fixed_nodes),value(fixed_nodes))
   read(10,*)(node(i),sense(i),value(i),i=1,fixed_nodes)
   do i=1,fixed_nodes; no(i)=nf(sense(i),node(i)); end do
   kv(no)=kv(no)+1.e20; loads(no)=kv(no)*value 
end if     
!-------------------------equation solution -----------------------------------
call banred(kv,neq); call bacsub(kv,loads)
write(11,'(a)')"The nodal displacements are:"
do k=1,nn; write(11,'(i5,a,3e12.4)')k,"   ",loads(nf(:,k)); end do    
!-----------------retrieve element end actions---------------------------------
write(11,'(a)')"The element 'actions' are:"
elements_3: do iel=1,nels
              call beam_km(km,ei(etype(iel)),ell(iel))
              g=g_g(:,iel); eld=loads( g ); action=matmul(km,eld)   
              write(11,'(i5,a,6e12.4)')iel,"   ",action      
end do elements_3                 
end program p42