Merge branch 'separating-physics' into 'development'
separate physics See merge request damask/DAMASK!413
This commit is contained in:
Franz Roters
commit
b36da73786
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@ -1,7 +1,5 @@
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type: isobrittle
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W_crit: 1400000.0
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m: 1.0
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isoBrittle_atol: 0.01
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output: [f_phi]
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@ -189,9 +189,11 @@ subroutine CPFEM_general(mode, ffn, ffn1, temperature_inp, dt, elFE, ip, cauchyS
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CPFEM_dcsde(1:6,1:6,ip,elCP) = ODD_JACOBIAN * math_eye(6)
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else validCalculation
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if (debugCPFEM%extensive) &
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print'(a,i8,1x,i2)', '<< CPFEM >> calculation for elFE ip ',elFE,ip
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call materialpoint_stressAndItsTangent(dt,[ip,ip],[elCP,elCP])
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if (debugCPFEM%extensive) print'(a,i8,1x,i2)', '<< CPFEM >> calculation for elFE ip ',elFE,ip
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call homogenization_mechanical_response(dt,[ip,ip],[elCP,elCP])
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if (.not. terminallyIll) &
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call homogenization_mechanical_response2(dt,[ip,ip],[elCP,elCP])
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terminalIllness: if (terminallyIll) then
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@ -261,7 +261,7 @@ subroutine grid_mechanical_FEM_init
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F = spread(spread(spread(math_I3,3,grid(1)),4,grid(2)),5,grid3)
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endif restartRead
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homogenization_F0 = reshape(F_lastInc, [3,3,product(grid(1:2))*grid3]) ! set starting condition for materialpoint_stressAndItsTangent
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homogenization_F0 = reshape(F_lastInc, [3,3,product(grid(1:2))*grid3]) ! set starting condition for homogenization_mechanical_response
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call utilities_updateCoords(F)
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call utilities_constitutiveResponse(P_current,P_av,C_volAvg,devNull, & ! stress field, stress avg, global average of stiffness and (min+max)/2
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F, & ! target F
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@ -490,8 +490,8 @@ subroutine converged(snes_local,PETScIter,devNull1,devNull2,fnorm,reason,dummy,i
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BCTol
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err_div = fnorm*sqrt(wgt)*geomSize(1)/scaledGeomSize(1)/detJ
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divTol = max(maxval(abs(P_av))*num%eps_div_rtol ,num%eps_div_atol)
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BCTol = max(maxval(abs(P_av))*num%eps_stress_rtol,num%eps_stress_atol)
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divTol = max(maxval(abs(P_av))*num%eps_div_rtol, num%eps_div_atol)
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BCTol = max(maxval(abs(P_av))*num%eps_stress_rtol, num%eps_stress_atol)
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if ((totalIter >= num%itmin .and. all([err_div/divTol, err_BC/BCTol] < 1.0_pReal)) &
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.or. terminallyIll) then
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@ -502,8 +502,6 @@ subroutine converged(snes_local,PETScIter,devNull1,devNull2,fnorm,reason,dummy,i
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reason = 0
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endif
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!--------------------------------------------------------------------------------------------------
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! report
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print'(1/,a)', ' ... reporting .............................................................'
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print'(1/,a,f12.2,a,es8.2,a,es9.2,a)', ' error divergence = ', &
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err_div/divTol, ' (',err_div,' / m, tol = ',divTol,')'
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@ -211,7 +211,7 @@ subroutine grid_mechanical_spectral_basic_init
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F = reshape(F_lastInc,[9,grid(1),grid(2),grid3])
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endif restartRead
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homogenization_F0 = reshape(F_lastInc, [3,3,product(grid(1:2))*grid3]) ! set starting condition for materialpoint_stressAndItsTangent
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homogenization_F0 = reshape(F_lastInc, [3,3,product(grid(1:2))*grid3]) ! set starting condition for homogenization_mechanical_response
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call utilities_updateCoords(reshape(F,shape(F_lastInc)))
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call utilities_constitutiveResponse(P,P_av,C_volAvg,C_minMaxAvg, & ! stress field, stress avg, global average of stiffness and (min+max)/2
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reshape(F,shape(F_lastInc)), & ! target F
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@ -429,8 +429,8 @@ subroutine converged(snes_local,PETScIter,devNull1,devNull2,devNull3,reason,dumm
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divTol, &
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BCTol
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divTol = max(maxval(abs(P_av))*num%eps_div_rtol ,num%eps_div_atol)
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BCTol = max(maxval(abs(P_av))*num%eps_stress_rtol,num%eps_stress_atol)
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divTol = max(maxval(abs(P_av))*num%eps_div_rtol, num%eps_div_atol)
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BCTol = max(maxval(abs(P_av))*num%eps_stress_rtol, num%eps_stress_atol)
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if ((totalIter >= num%itmin .and. all([err_div/divTol, err_BC/BCTol] < 1.0_pReal)) &
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.or. terminallyIll) then
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@ -441,8 +441,6 @@ subroutine converged(snes_local,PETScIter,devNull1,devNull2,devNull3,reason,dumm
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reason = 0
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endif
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!--------------------------------------------------------------------------------------------------
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! report
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print'(1/,a)', ' ... reporting .............................................................'
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print'(1/,a,f12.2,a,es8.2,a,es9.2,a)', ' error divergence = ', &
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err_div/divTol, ' (',err_div,' / m, tol = ',divTol,')'
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@ -237,7 +237,7 @@ subroutine grid_mechanical_spectral_polarisation_init
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F_tau_lastInc = 2.0_pReal*F_lastInc
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endif restartRead
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homogenization_F0 = reshape(F_lastInc, [3,3,product(grid(1:2))*grid3]) ! set starting condition for materialpoint_stressAndItsTangent
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homogenization_F0 = reshape(F_lastInc, [3,3,product(grid(1:2))*grid3]) ! set starting condition for homogenization_mechanical_response
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call utilities_updateCoords(reshape(F,shape(F_lastInc)))
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call utilities_constitutiveResponse(P,P_av,C_volAvg,C_minMaxAvg, & ! stress field, stress avg, global average of stiffness and (min+max)/2
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reshape(F,shape(F_lastInc)), & ! target F
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@ -487,9 +487,9 @@ subroutine converged(snes_local,PETScIter,devNull1,devNull2,devNull3,reason,dumm
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divTol, &
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BCTol
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curlTol = max(maxval(abs(F_aim-math_I3))*num%eps_curl_rtol ,num%eps_curl_atol)
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divTol = max(maxval(abs(P_av)) *num%eps_div_rtol ,num%eps_div_atol)
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BCTol = max(maxval(abs(P_av)) *num%eps_stress_rtol,num%eps_stress_atol)
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curlTol = max(maxval(abs(F_aim-math_I3))*num%eps_curl_rtol, num%eps_curl_atol)
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divTol = max(maxval(abs(P_av))*num%eps_div_rtol, num%eps_div_atol)
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BCTol = max(maxval(abs(P_av))*num%eps_stress_rtol, num%eps_stress_atol)
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if ((totalIter >= num%itmin .and. all([err_div/divTol, err_curl/curlTol, err_BC/BCTol] < 1.0_pReal)) &
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.or. terminallyIll) then
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@ -500,8 +500,6 @@ subroutine converged(snes_local,PETScIter,devNull1,devNull2,devNull3,reason,dumm
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reason = 0
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endif
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!--------------------------------------------------------------------------------------------------
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! report
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print'(1/,a)', ' ... reporting .............................................................'
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print'(1/,a,f12.2,a,es8.2,a,es9.2,a)', ' error divergence = ', &
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err_div/divTol, ' (',err_div, ' / m, tol = ',divTol,')'
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@ -815,10 +815,14 @@ subroutine utilities_constitutiveResponse(P,P_av,C_volAvg,C_minmaxAvg,&
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homogenization_F = reshape(F,[3,3,product(grid(1:2))*grid3]) ! set materialpoint target F to estimated field
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call materialpoint_stressAndItsTangent(timeinc,[1,1],[1,product(grid(1:2))*grid3]) ! calculate P field
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call homogenization_mechanical_response(timeinc,[1,1],[1,product(grid(1:2))*grid3]) ! calculate P field
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if (.not. terminallyIll) &
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call homogenization_thermal_response(timeinc,[1,1],[1,product(grid(1:2))*grid3])
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if (.not. terminallyIll) &
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call homogenization_mechanical_response2(timeinc,[1,1],[1,product(grid(1:2))*grid3])
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P = reshape(homogenization_P, [3,3,grid(1),grid(2),grid3])
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P_av = sum(sum(sum(P,dim=5),dim=4),dim=3) * wgt ! average of P
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P_av = sum(sum(sum(P,dim=5),dim=4),dim=3) * wgt
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call MPI_Allreduce(MPI_IN_PLACE,P_av,9,MPI_DOUBLE,MPI_SUM,MPI_COMM_WORLD,ierr)
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if (debugRotation) print'(/,a,/,2(3(2x,f12.4,1x)/),3(2x,f12.4,1x))', &
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' Piola--Kirchhoff stress (lab) / MPa =', transpose(P_av)*1.e-6_pReal
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@ -101,8 +101,8 @@ module homogenization
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integer, intent(in) :: ce
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end subroutine damage_partition
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module subroutine mechanical_homogenize(dt,ce)
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real(pReal), intent(in) :: dt
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module subroutine mechanical_homogenize(Delta_t,ce)
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real(pReal), intent(in) :: Delta_t
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integer, intent(in) :: &
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ce !< cell
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end subroutine mechanical_homogenize
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@ -178,7 +178,9 @@ module homogenization
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public :: &
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homogenization_init, &
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materialpoint_stressAndItsTangent, &
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homogenization_mechanical_response, &
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homogenization_mechanical_response2, &
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homogenization_thermal_response, &
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homogenization_mu_T, &
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homogenization_K_T, &
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homogenization_f_T, &
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@ -227,24 +229,24 @@ end subroutine homogenization_init
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!--------------------------------------------------------------------------------------------------
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!> @brief parallelized calculation of stress and corresponding tangent at material points
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!> @brief
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!--------------------------------------------------------------------------------------------------
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subroutine materialpoint_stressAndItsTangent(dt,FEsolving_execIP,FEsolving_execElem)
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subroutine homogenization_mechanical_response(Delta_t,FEsolving_execIP,FEsolving_execElem)
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real(pReal), intent(in) :: dt !< time increment
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real(pReal), intent(in) :: Delta_t !< time increment
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integer, dimension(2), intent(in) :: FEsolving_execElem, FEsolving_execIP
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integer :: &
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NiterationMPstate, &
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ip, & !< integration point number
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el, & !< element number
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co, ce, ho, en, ph
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co, ce, ho, en
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logical :: &
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converged
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logical, dimension(2) :: &
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doneAndHappy
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!$OMP PARALLEL
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!$OMP DO PRIVATE(ce,en,ho,NiterationMPstate,converged,doneAndHappy)
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!$OMP PARALLEL DO PRIVATE(ce,en,ho,NiterationMPstate,converged,doneAndHappy)
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do el = FEsolving_execElem(1),FEsolving_execElem(2)
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do ip = FEsolving_execIP(1),FEsolving_execIP(2)
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@ -266,29 +268,42 @@ subroutine materialpoint_stressAndItsTangent(dt,FEsolving_execIP,FEsolving_execE
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NiterationMPstate = NiterationMPstate + 1
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call mechanical_partition(homogenization_F(1:3,1:3,ce),ce)
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converged = .true.
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do co = 1, homogenization_Nconstituents(ho)
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converged = converged .and. crystallite_stress(dt,co,ip,el)
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enddo
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converged = all([(phase_mechanical_constitutive(Delta_t,co,ip,el),co=1,homogenization_Nconstituents(ho))])
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if (converged) then
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doneAndHappy = mechanical_updateState(dt,homogenization_F(1:3,1:3,ce),ce)
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doneAndHappy = mechanical_updateState(Delta_t,homogenization_F(1:3,1:3,ce),ce)
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converged = all(doneAndHappy)
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else
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doneAndHappy = [.true.,.false.]
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endif
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enddo convergenceLooping
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converged = converged .and. all([(phase_damage_constitutive(Delta_t,co,ip,el),co=1,homogenization_Nconstituents(ho))])
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|
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if (.not. converged) then
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if (.not. terminallyIll) print*, ' Integration point ', ip,' at element ', el, ' terminally ill'
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if (.not. terminallyIll) print*, ' Cell ', ce, ' terminally ill'
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terminallyIll = .true.
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endif
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enddo
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enddo
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!$OMP END DO
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!$OMP END PARALLEL DO
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if (.not. terminallyIll) then
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!$OMP DO PRIVATE(ho,ph,ce)
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end subroutine homogenization_mechanical_response
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|
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|
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!--------------------------------------------------------------------------------------------------
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!> @brief
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!--------------------------------------------------------------------------------------------------
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subroutine homogenization_thermal_response(Delta_t,FEsolving_execIP,FEsolving_execElem)
|
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|
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real(pReal), intent(in) :: Delta_t !< time increment
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integer, dimension(2), intent(in) :: FEsolving_execElem, FEsolving_execIP
|
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integer :: &
|
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ip, & !< integration point number
|
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el, & !< element number
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co, ce, ho
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|
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|
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!$OMP PARALLEL DO PRIVATE(ho,ce)
|
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do el = FEsolving_execElem(1),FEsolving_execElem(2)
|
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if (terminallyIll) continue
|
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do ip = FEsolving_execIP(1),FEsolving_execIP(2)
|
||||
|
|
@ -296,18 +311,32 @@ subroutine materialpoint_stressAndItsTangent(dt,FEsolving_execIP,FEsolving_execE
|
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ho = material_homogenizationID(ce)
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call thermal_partition(ce)
|
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do co = 1, homogenization_Nconstituents(ho)
|
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ph = material_phaseID(co,ce)
|
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if (.not. thermal_stress(dt,ph,material_phaseMemberAt(co,ip,el))) then
|
||||
if (.not. terminallyIll) & ! so first signals terminally ill...
|
||||
print*, ' Integration point ', ip,' at element ', el, ' terminally ill'
|
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terminallyIll = .true. ! ...and kills all others
|
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if (.not. phase_thermal_constitutive(Delta_t,material_phaseID(co,ce),material_phaseEntry(co,ce))) then
|
||||
if (.not. terminallyIll) print*, ' Cell ', ce, ' terminally ill'
|
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terminallyIll = .true.
|
||||
endif
|
||||
enddo
|
||||
enddo
|
||||
enddo
|
||||
!$OMP END DO
|
||||
!$OMP END PARALLEL DO
|
||||
|
||||
!$OMP DO PRIVATE(ho,ce)
|
||||
end subroutine homogenization_thermal_response
|
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|
||||
|
||||
!--------------------------------------------------------------------------------------------------
|
||||
!> @brief
|
||||
!--------------------------------------------------------------------------------------------------
|
||||
subroutine homogenization_mechanical_response2(Delta_t,FEsolving_execIP,FEsolving_execElem)
|
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|
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real(pReal), intent(in) :: Delta_t !< time increment
|
||||
integer, dimension(2), intent(in) :: FEsolving_execElem, FEsolving_execIP
|
||||
integer :: &
|
||||
ip, & !< integration point number
|
||||
el, & !< element number
|
||||
co, ce, ho
|
||||
|
||||
|
||||
!$OMP PARALLEL DO PRIVATE(ho,ce)
|
||||
elementLooping3: do el = FEsolving_execElem(1),FEsolving_execElem(2)
|
||||
IpLooping3: do ip = FEsolving_execIP(1),FEsolving_execIP(2)
|
||||
ce = (el-1)*discretization_nIPs + ip
|
||||
|
|
@ -315,16 +344,13 @@ subroutine materialpoint_stressAndItsTangent(dt,FEsolving_execIP,FEsolving_execE
|
|||
do co = 1, homogenization_Nconstituents(ho)
|
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call crystallite_orientations(co,ip,el)
|
||||
enddo
|
||||
call mechanical_homogenize(dt,ce)
|
||||
call mechanical_homogenize(Delta_t,ce)
|
||||
enddo IpLooping3
|
||||
enddo elementLooping3
|
||||
!$OMP END DO
|
||||
else
|
||||
print'(/,a,/)', ' << HOMOG >> Material Point terminally ill'
|
||||
endif
|
||||
!$OMP END PARALLEL
|
||||
!$OMP END PARALLEL DO
|
||||
|
||||
end subroutine materialpoint_stressAndItsTangent
|
||||
|
||||
end subroutine homogenization_mechanical_response2
|
||||
|
||||
|
||||
!--------------------------------------------------------------------------------------------------
|
||||
|
|
|
|||
|
|
@ -123,21 +123,21 @@ end subroutine mechanical_partition
|
|||
!--------------------------------------------------------------------------------------------------
|
||||
!> @brief Average P and dPdF from the individual constituents.
|
||||
!--------------------------------------------------------------------------------------------------
|
||||
module subroutine mechanical_homogenize(dt,ce)
|
||||
module subroutine mechanical_homogenize(Delta_t,ce)
|
||||
|
||||
real(pReal), intent(in) :: dt
|
||||
real(pReal), intent(in) :: Delta_t
|
||||
integer, intent(in) :: ce
|
||||
|
||||
integer :: co
|
||||
|
||||
|
||||
homogenization_P(1:3,1:3,ce) = phase_P(1,ce)
|
||||
homogenization_dPdF(1:3,1:3,1:3,1:3,ce) = phase_mechanical_dPdF(dt,1,ce)
|
||||
homogenization_dPdF(1:3,1:3,1:3,1:3,ce) = phase_mechanical_dPdF(Delta_t,1,ce)
|
||||
do co = 2, homogenization_Nconstituents(material_homogenizationID(ce))
|
||||
homogenization_P(1:3,1:3,ce) = homogenization_P(1:3,1:3,ce) &
|
||||
+ phase_P(co,ce)
|
||||
homogenization_dPdF(1:3,1:3,1:3,1:3,ce) = homogenization_dPdF(1:3,1:3,1:3,1:3,ce) &
|
||||
+ phase_mechanical_dPdF(dt,co,ce)
|
||||
+ phase_mechanical_dPdF(Delta_t,co,ce)
|
||||
enddo
|
||||
|
||||
homogenization_P(1:3,1:3,ce) = homogenization_P(1:3,1:3,ce) &
|
||||
|
|
|
|||
|
|
@ -162,9 +162,10 @@ subroutine utilities_constitutiveResponse(timeinc,P_av,forwardData)
|
|||
|
||||
print'(/,a)', ' ... evaluating constitutive response ......................................'
|
||||
|
||||
call materialpoint_stressAndItsTangent(timeinc,[1,mesh_maxNips],[1,mesh_NcpElems]) ! calculate P field
|
||||
|
||||
cutBack = .false. ! reset cutBack status
|
||||
call homogenization_mechanical_response(timeinc,[1,mesh_maxNips],[1,mesh_NcpElems]) ! calculate P field
|
||||
if (.not. terminallyIll) &
|
||||
call homogenization_mechanical_response2(timeinc,[1,mesh_maxNips],[1,mesh_NcpElems])
|
||||
cutBack = .false.
|
||||
|
||||
P_av = sum(homogenization_P,dim=3) * wgt
|
||||
call MPI_Allreduce(MPI_IN_PLACE,P_av,9,MPI_DOUBLE,MPI_SUM,MPI_COMM_WORLD,ierr)
|
||||
|
|
|
|||
|
|
@ -108,9 +108,13 @@ module phase
|
|||
logical, intent(in) :: includeL
|
||||
end subroutine mechanical_restore
|
||||
|
||||
module subroutine damage_restore(ce)
|
||||
integer, intent(in) :: ce
|
||||
end subroutine damage_restore
|
||||
|
||||
module function phase_mechanical_dPdF(dt,co,ce) result(dPdF)
|
||||
real(pReal), intent(in) :: dt
|
||||
|
||||
module function phase_mechanical_dPdF(Delta_t,co,ce) result(dPdF)
|
||||
real(pReal), intent(in) :: Delta_t
|
||||
integer, intent(in) :: &
|
||||
co, & !< counter in constituent loop
|
||||
ce
|
||||
|
|
@ -164,8 +168,8 @@ module phase
|
|||
real(pReal) :: dot_T
|
||||
end function thermal_dot_T
|
||||
|
||||
module function damage_phi(ph,me) result(phi)
|
||||
integer, intent(in) :: ph,me
|
||||
module function damage_phi(ph,en) result(phi)
|
||||
integer, intent(in) :: ph,en
|
||||
real(pReal) :: phi
|
||||
end function damage_phi
|
||||
|
||||
|
|
@ -209,29 +213,27 @@ module phase
|
|||
|
||||
! == cleaned:end ===================================================================================
|
||||
|
||||
module function thermal_stress(Delta_t,ph,en) result(converged_)
|
||||
module function phase_thermal_constitutive(Delta_t,ph,en) result(converged_)
|
||||
|
||||
real(pReal), intent(in) :: Delta_t
|
||||
integer, intent(in) :: ph, en
|
||||
logical :: converged_
|
||||
|
||||
end function thermal_stress
|
||||
end function phase_thermal_constitutive
|
||||
|
||||
module function integrateDamageState(dt,co,ce) result(broken)
|
||||
real(pReal), intent(in) :: dt
|
||||
integer, intent(in) :: &
|
||||
ce, &
|
||||
co
|
||||
logical :: broken
|
||||
end function integrateDamageState
|
||||
|
||||
module function crystallite_stress(dt,co,ip,el) result(converged_)
|
||||
real(pReal), intent(in) :: dt
|
||||
module function phase_damage_constitutive(Delta_t,co,ip,el) result(converged_)
|
||||
real(pReal), intent(in) :: Delta_t
|
||||
integer, intent(in) :: co, ip, el
|
||||
logical :: converged_
|
||||
end function crystallite_stress
|
||||
end function phase_damage_constitutive
|
||||
|
||||
!ToDo: Try to merge the all stiffness functions
|
||||
module function phase_mechanical_constitutive(Delta_t,co,ip,el) result(converged_)
|
||||
real(pReal), intent(in) :: Delta_t
|
||||
integer, intent(in) :: co, ip, el
|
||||
logical :: converged_
|
||||
end function phase_mechanical_constitutive
|
||||
|
||||
!ToDo: Merge all the stiffness functions
|
||||
module function phase_homogenizedC(ph,en) result(C)
|
||||
integer, intent(in) :: ph, en
|
||||
real(pReal), dimension(6,6) :: C
|
||||
|
|
@ -271,8 +273,8 @@ module phase
|
|||
end subroutine plastic_dependentState
|
||||
|
||||
|
||||
module subroutine damage_anisobrittle_LiAndItsTangent(Ld, dLd_dTstar, S, ph,me)
|
||||
integer, intent(in) :: ph, me
|
||||
module subroutine damage_anisobrittle_LiAndItsTangent(Ld, dLd_dTstar, S, ph,en)
|
||||
integer, intent(in) :: ph, en
|
||||
real(pReal), intent(in), dimension(3,3) :: &
|
||||
S
|
||||
real(pReal), intent(out), dimension(3,3) :: &
|
||||
|
|
@ -315,14 +317,14 @@ module phase
|
|||
plastic_nonlocal_updateCompatibility, &
|
||||
converged, &
|
||||
crystallite_init, &
|
||||
crystallite_stress, &
|
||||
thermal_stress, &
|
||||
phase_mechanical_constitutive, &
|
||||
phase_thermal_constitutive, &
|
||||
phase_damage_constitutive, &
|
||||
phase_mechanical_dPdF, &
|
||||
crystallite_orientations, &
|
||||
crystallite_push33ToRef, &
|
||||
phase_restartWrite, &
|
||||
phase_restartRead, &
|
||||
integrateDamageState, &
|
||||
phase_thermal_setField, &
|
||||
phase_set_phi, &
|
||||
phase_P, &
|
||||
|
|
@ -435,17 +437,9 @@ subroutine phase_restore(ce,includeL)
|
|||
logical, intent(in) :: includeL
|
||||
integer, intent(in) :: ce
|
||||
|
||||
integer :: &
|
||||
co
|
||||
|
||||
|
||||
do co = 1,homogenization_Nconstituents(material_homogenizationID(ce))
|
||||
if (damageState(material_phaseID(co,ce))%sizeState > 0) &
|
||||
damageState(material_phaseID(co,ce))%state( :,material_phaseEntry(co,ce)) = &
|
||||
damageState(material_phaseID(co,ce))%state0(:,material_phaseEntry(co,ce))
|
||||
enddo
|
||||
|
||||
call mechanical_restore(ce,includeL)
|
||||
call damage_restore(ce)
|
||||
|
||||
end subroutine phase_restore
|
||||
|
||||
|
|
@ -545,10 +539,6 @@ subroutine crystallite_init()
|
|||
|
||||
phases => config_material%get('phase')
|
||||
|
||||
do ph = 1, phases%length
|
||||
if (damageState(ph)%sizeState > 0) allocate(damageState(ph)%subState0,source=damageState(ph)%state0) ! ToDo: hack
|
||||
enddo
|
||||
|
||||
print'(a42,1x,i10)', ' # of elements: ', eMax
|
||||
print'(a42,1x,i10)', ' # of integration points/element: ', iMax
|
||||
print'(a42,1x,i10)', 'max # of constituents/integration point: ', cMax
|
||||
|
|
|
|||
|
|
@ -39,8 +39,8 @@ submodule(phase) damage
|
|||
end function isobrittle_init
|
||||
|
||||
|
||||
module subroutine isobrittle_deltaState(C, Fe, ph, me)
|
||||
integer, intent(in) :: ph,me
|
||||
module subroutine isobrittle_deltaState(C, Fe, ph, en)
|
||||
integer, intent(in) :: ph,en
|
||||
real(pReal), intent(in), dimension(3,3) :: &
|
||||
Fe
|
||||
real(pReal), intent(in), dimension(6,6) :: &
|
||||
|
|
@ -48,8 +48,8 @@ submodule(phase) damage
|
|||
end subroutine isobrittle_deltaState
|
||||
|
||||
|
||||
module subroutine anisobrittle_dotState(S, ph, me)
|
||||
integer, intent(in) :: ph,me
|
||||
module subroutine anisobrittle_dotState(S, ph, en)
|
||||
integer, intent(in) :: ph,en
|
||||
real(pReal), intent(in), dimension(3,3) :: &
|
||||
S
|
||||
end subroutine anisobrittle_dotState
|
||||
|
|
@ -125,6 +125,29 @@ module subroutine damage_init
|
|||
end subroutine damage_init
|
||||
|
||||
|
||||
!--------------------------------------------------------------------------------------------------
|
||||
!> @brief calculate stress (P)
|
||||
!--------------------------------------------------------------------------------------------------
|
||||
module function phase_damage_constitutive(Delta_t,co,ip,el) result(converged_)
|
||||
|
||||
real(pReal), intent(in) :: Delta_t
|
||||
integer, intent(in) :: &
|
||||
co, &
|
||||
ip, &
|
||||
el
|
||||
logical :: converged_
|
||||
|
||||
integer :: &
|
||||
ph, en
|
||||
|
||||
ph = material_phaseID(co,(el-1)*discretization_nIPs + ip)
|
||||
en = material_phaseEntry(co,(el-1)*discretization_nIPs + ip)
|
||||
|
||||
converged_ = .not. integrateDamageState(Delta_t,ph,en)
|
||||
|
||||
end function phase_damage_constitutive
|
||||
|
||||
|
||||
!--------------------------------------------------------------------------------------------------
|
||||
!> @brief returns the degraded/modified elasticity matrix
|
||||
!--------------------------------------------------------------------------------------------------
|
||||
|
|
@ -144,6 +167,26 @@ module function phase_damage_C(C_homogenized,ph,en) result(C)
|
|||
end function phase_damage_C
|
||||
|
||||
|
||||
!--------------------------------------------------------------------------------------------------
|
||||
!> @brief Restore data after homog cutback.
|
||||
!--------------------------------------------------------------------------------------------------
|
||||
module subroutine damage_restore(ce)
|
||||
|
||||
integer, intent(in) :: ce
|
||||
|
||||
integer :: &
|
||||
co
|
||||
|
||||
|
||||
do co = 1,homogenization_Nconstituents(material_homogenizationID(ce))
|
||||
if (damageState(material_phaseID(co,ce))%sizeState > 0) &
|
||||
damageState(material_phaseID(co,ce))%state( :,material_phaseEntry(co,ce)) = &
|
||||
damageState(material_phaseID(co,ce))%state0(:,material_phaseEntry(co,ce))
|
||||
enddo
|
||||
|
||||
end subroutine damage_restore
|
||||
|
||||
|
||||
!----------------------------------------------------------------------------------------------
|
||||
!< @brief returns local part of nonlocal damage driving force
|
||||
!----------------------------------------------------------------------------------------------
|
||||
|
|
@ -173,23 +216,20 @@ module function phase_f_phi(phi,co,ce) result(f)
|
|||
end function phase_f_phi
|
||||
|
||||
|
||||
|
||||
!--------------------------------------------------------------------------------------------------
|
||||
!> @brief integrate stress, state with adaptive 1st order explicit Euler method
|
||||
!> using Fixed Point Iteration to adapt the stepsize
|
||||
!--------------------------------------------------------------------------------------------------
|
||||
module function integrateDamageState(dt,co,ce) result(broken)
|
||||
function integrateDamageState(Delta_t,ph,en) result(broken)
|
||||
|
||||
real(pReal), intent(in) :: dt
|
||||
real(pReal), intent(in) :: Delta_t
|
||||
integer, intent(in) :: &
|
||||
ce, &
|
||||
co
|
||||
ph, &
|
||||
en
|
||||
logical :: broken
|
||||
|
||||
integer :: &
|
||||
NiterationState, & !< number of iterations in state loop
|
||||
ph, &
|
||||
me, &
|
||||
size_so
|
||||
real(pReal) :: &
|
||||
zeta
|
||||
|
|
@ -199,8 +239,6 @@ module function integrateDamageState(dt,co,ce) result(broken)
|
|||
logical :: &
|
||||
converged_
|
||||
|
||||
ph = material_phaseID(co,ce)
|
||||
me = material_phaseEntry(co,ce)
|
||||
|
||||
if (damageState(ph)%sizeState == 0) then
|
||||
broken = .false.
|
||||
|
|
@ -208,37 +246,37 @@ module function integrateDamageState(dt,co,ce) result(broken)
|
|||
endif
|
||||
|
||||
converged_ = .true.
|
||||
broken = phase_damage_collectDotState(ph,me)
|
||||
broken = phase_damage_collectDotState(ph,en)
|
||||
if(broken) return
|
||||
|
||||
size_so = damageState(ph)%sizeDotState
|
||||
damageState(ph)%state(1:size_so,me) = damageState(ph)%subState0(1:size_so,me) &
|
||||
+ damageState(ph)%dotState (1:size_so,me) * dt
|
||||
damageState(ph)%state(1:size_so,en) = damageState(ph)%state0 (1:size_so,en) &
|
||||
+ damageState(ph)%dotState(1:size_so,en) * Delta_t
|
||||
source_dotState(1:size_so,2) = 0.0_pReal
|
||||
|
||||
iteration: do NiterationState = 1, num%nState
|
||||
|
||||
if(nIterationState > 1) source_dotState(1:size_so,2) = source_dotState(1:size_so,1)
|
||||
source_dotState(1:size_so,1) = damageState(ph)%dotState(:,me)
|
||||
source_dotState(1:size_so,1) = damageState(ph)%dotState(:,en)
|
||||
|
||||
broken = phase_damage_collectDotState(ph,me)
|
||||
broken = phase_damage_collectDotState(ph,en)
|
||||
if(broken) exit iteration
|
||||
|
||||
|
||||
zeta = damper(damageState(ph)%dotState(:,me),source_dotState(1:size_so,1),source_dotState(1:size_so,2))
|
||||
damageState(ph)%dotState(:,me) = damageState(ph)%dotState(:,me) * zeta &
|
||||
zeta = damper(damageState(ph)%dotState(:,en),source_dotState(1:size_so,1),source_dotState(1:size_so,2))
|
||||
damageState(ph)%dotState(:,en) = damageState(ph)%dotState(:,en) * zeta &
|
||||
+ source_dotState(1:size_so,1)* (1.0_pReal - zeta)
|
||||
r(1:size_so) = damageState(ph)%state (1:size_so,me) &
|
||||
- damageState(ph)%subState0(1:size_so,me) &
|
||||
- damageState(ph)%dotState (1:size_so,me) * dt
|
||||
damageState(ph)%state(1:size_so,me) = damageState(ph)%state(1:size_so,me) - r(1:size_so)
|
||||
r(1:size_so) = damageState(ph)%state (1:size_so,en) &
|
||||
- damageState(ph)%State0 (1:size_so,en) &
|
||||
- damageState(ph)%dotState(1:size_so,en) * Delta_t
|
||||
damageState(ph)%state(1:size_so,en) = damageState(ph)%state(1:size_so,en) - r(1:size_so)
|
||||
converged_ = converged_ .and. converged(r(1:size_so), &
|
||||
damageState(ph)%state(1:size_so,me), &
|
||||
damageState(ph)%state(1:size_so,en), &
|
||||
damageState(ph)%atol(1:size_so))
|
||||
|
||||
|
||||
if(converged_) then
|
||||
broken = phase_damage_deltaState(mechanical_F_e(ph,me),ph,me)
|
||||
broken = phase_damage_deltaState(mechanical_F_e(ph,en),ph,en)
|
||||
exit iteration
|
||||
endif
|
||||
|
||||
|
|
@ -300,11 +338,11 @@ end subroutine damage_results
|
|||
!--------------------------------------------------------------------------------------------------
|
||||
!> @brief contains the constitutive equation for calculating the rate of change of microstructure
|
||||
!--------------------------------------------------------------------------------------------------
|
||||
function phase_damage_collectDotState(ph,me) result(broken)
|
||||
function phase_damage_collectDotState(ph,en) result(broken)
|
||||
|
||||
integer, intent(in) :: &
|
||||
ph, &
|
||||
me !< counter in source loop
|
||||
en !< counter in source loop
|
||||
logical :: broken
|
||||
|
||||
|
||||
|
|
@ -315,11 +353,11 @@ function phase_damage_collectDotState(ph,me) result(broken)
|
|||
sourceType: select case (phase_damage(ph))
|
||||
|
||||
case (DAMAGE_ANISOBRITTLE_ID) sourceType
|
||||
call anisobrittle_dotState(mechanical_S(ph,me), ph,me) ! correct stress?
|
||||
call anisobrittle_dotState(mechanical_S(ph,en), ph,en) ! correct stress?
|
||||
|
||||
end select sourceType
|
||||
|
||||
broken = broken .or. any(IEEE_is_NaN(damageState(ph)%dotState(:,me)))
|
||||
broken = broken .or. any(IEEE_is_NaN(damageState(ph)%dotState(:,en)))
|
||||
|
||||
endif
|
||||
|
||||
|
|
@ -358,11 +396,11 @@ end function phase_K_phi
|
|||
!> @brief for constitutive models having an instantaneous change of state
|
||||
!> will return false if delta state is not needed/supported by the constitutive model
|
||||
!--------------------------------------------------------------------------------------------------
|
||||
function phase_damage_deltaState(Fe, ph, me) result(broken)
|
||||
function phase_damage_deltaState(Fe, ph, en) result(broken)
|
||||
|
||||
integer, intent(in) :: &
|
||||
ph, &
|
||||
me
|
||||
en
|
||||
real(pReal), intent(in), dimension(3,3) :: &
|
||||
Fe !< elastic deformation gradient
|
||||
integer :: &
|
||||
|
|
@ -379,13 +417,13 @@ function phase_damage_deltaState(Fe, ph, me) result(broken)
|
|||
sourceType: select case (phase_damage(ph))
|
||||
|
||||
case (DAMAGE_ISOBRITTLE_ID) sourceType
|
||||
call isobrittle_deltaState(phase_homogenizedC(ph,me), Fe, ph,me)
|
||||
broken = any(IEEE_is_NaN(damageState(ph)%deltaState(:,me)))
|
||||
call isobrittle_deltaState(phase_homogenizedC(ph,en), Fe, ph,en)
|
||||
broken = any(IEEE_is_NaN(damageState(ph)%deltaState(:,en)))
|
||||
if(.not. broken) then
|
||||
myOffset = damageState(ph)%offsetDeltaState
|
||||
mySize = damageState(ph)%sizeDeltaState
|
||||
damageState(ph)%state(myOffset + 1: myOffset + mySize,me) = &
|
||||
damageState(ph)%state(myOffset + 1: myOffset + mySize,me) + damageState(ph)%deltaState(1:mySize,me)
|
||||
damageState(ph)%state(myOffset + 1: myOffset + mySize,en) = &
|
||||
damageState(ph)%state(myOffset + 1: myOffset + mySize,en) + damageState(ph)%deltaState(1:mySize,en)
|
||||
endif
|
||||
|
||||
end select sourceType
|
||||
|
|
@ -436,13 +474,13 @@ module subroutine phase_set_phi(phi,co,ce)
|
|||
end subroutine phase_set_phi
|
||||
|
||||
|
||||
module function damage_phi(ph,me) result(phi)
|
||||
module function damage_phi(ph,en) result(phi)
|
||||
|
||||
integer, intent(in) :: ph, me
|
||||
integer, intent(in) :: ph, en
|
||||
real(pReal) :: phi
|
||||
|
||||
|
||||
phi = current(ph)%phi(me)
|
||||
phi = current(ph)%phi(en)
|
||||
|
||||
end function damage_phi
|
||||
|
||||
|
|
|
|||
|
|
@ -40,7 +40,7 @@ module function anisobrittle_init() result(mySources)
|
|||
phase, &
|
||||
sources, &
|
||||
src
|
||||
integer :: Nmembers,p
|
||||
integer :: Nmembers,ph
|
||||
integer, dimension(:), allocatable :: N_cl
|
||||
character(len=pStringLen) :: extmsg = ''
|
||||
|
||||
|
|
@ -56,12 +56,12 @@ module function anisobrittle_init() result(mySources)
|
|||
allocate(param(phases%length))
|
||||
|
||||
|
||||
do p = 1, phases%length
|
||||
if(mySources(p)) then
|
||||
phase => phases%get(p)
|
||||
do ph = 1, phases%length
|
||||
if(mySources(ph)) then
|
||||
phase => phases%get(ph)
|
||||
sources => phase%get('damage')
|
||||
|
||||
associate(prm => param(p))
|
||||
associate(prm => param(ph))
|
||||
src => sources%get(1)
|
||||
|
||||
N_cl = src%get_as1dInt('N_cl',defaultVal=emptyIntArray)
|
||||
|
|
@ -92,15 +92,13 @@ module function anisobrittle_init() result(mySources)
|
|||
if (any(prm%g_crit < 0.0_pReal)) extmsg = trim(extmsg)//' g_crit'
|
||||
if (any(prm%s_crit < 0.0_pReal)) extmsg = trim(extmsg)//' s_crit'
|
||||
|
||||
Nmembers = count(material_phaseID==p)
|
||||
call phase_allocateState(damageState(p),Nmembers,1,1,0)
|
||||
damageState(p)%atol = src%get_asFloat('atol_phi',defaultVal=1.0e-9_pReal)
|
||||
if(any(damageState(p)%atol < 0.0_pReal)) extmsg = trim(extmsg)//' atol_phi'
|
||||
Nmembers = count(material_phaseID==ph)
|
||||
call phase_allocateState(damageState(ph),Nmembers,1,1,0)
|
||||
damageState(ph)%atol = src%get_asFloat('atol_phi',defaultVal=1.0e-9_pReal)
|
||||
if(any(damageState(ph)%atol < 0.0_pReal)) extmsg = trim(extmsg)//' atol_phi'
|
||||
|
||||
end associate
|
||||
|
||||
!--------------------------------------------------------------------------------------------------
|
||||
! exit if any parameter is out of range
|
||||
if (extmsg /= '') call IO_error(211,ext_msg=trim(extmsg)//'(damage_anisoBrittle)')
|
||||
endif
|
||||
|
||||
|
|
@ -112,10 +110,10 @@ end function anisobrittle_init
|
|||
!--------------------------------------------------------------------------------------------------
|
||||
!> @brief
|
||||
!--------------------------------------------------------------------------------------------------
|
||||
module subroutine anisobrittle_dotState(S, ph,me)
|
||||
module subroutine anisobrittle_dotState(S, ph,en)
|
||||
|
||||
integer, intent(in) :: &
|
||||
ph,me
|
||||
ph,en
|
||||
real(pReal), intent(in), dimension(3,3) :: &
|
||||
S
|
||||
|
||||
|
|
@ -126,15 +124,15 @@ module subroutine anisobrittle_dotState(S, ph,me)
|
|||
|
||||
|
||||
associate(prm => param(ph))
|
||||
damageState(ph)%dotState(1,me) = 0.0_pReal
|
||||
damageState(ph)%dotState(1,en) = 0.0_pReal
|
||||
do i = 1, prm%sum_N_cl
|
||||
traction_d = math_tensordot(S,prm%cleavage_systems(1:3,1:3,1,i))
|
||||
traction_t = math_tensordot(S,prm%cleavage_systems(1:3,1:3,2,i))
|
||||
traction_n = math_tensordot(S,prm%cleavage_systems(1:3,1:3,3,i))
|
||||
|
||||
traction_crit = prm%g_crit(i)*damage_phi(ph,me)**2.0_pReal
|
||||
traction_crit = prm%g_crit(i)*damage_phi(ph,en)**2.0_pReal
|
||||
|
||||
damageState(ph)%dotState(1,me) = damageState(ph)%dotState(1,me) &
|
||||
damageState(ph)%dotState(1,en) = damageState(ph)%dotState(1,en) &
|
||||
+ prm%dot_o / prm%s_crit(i) &
|
||||
* ((max(0.0_pReal, abs(traction_d) - traction_crit)/traction_crit)**prm%q + &
|
||||
(max(0.0_pReal, abs(traction_t) - traction_crit)/traction_crit)**prm%q + &
|
||||
|
|
@ -171,10 +169,10 @@ end subroutine anisobrittle_results
|
|||
!--------------------------------------------------------------------------------------------------
|
||||
!> @brief contains the constitutive equation for calculating the velocity gradient
|
||||
!--------------------------------------------------------------------------------------------------
|
||||
module subroutine damage_anisobrittle_LiAndItsTangent(Ld, dLd_dTstar, S, ph,me)
|
||||
module subroutine damage_anisobrittle_LiAndItsTangent(Ld, dLd_dTstar, S, ph,en)
|
||||
|
||||
integer, intent(in) :: &
|
||||
ph,me
|
||||
ph,en
|
||||
real(pReal), intent(in), dimension(3,3) :: &
|
||||
S
|
||||
real(pReal), intent(out), dimension(3,3) :: &
|
||||
|
|
@ -193,7 +191,7 @@ module subroutine damage_anisobrittle_LiAndItsTangent(Ld, dLd_dTstar, S, ph,me)
|
|||
dLd_dTstar = 0.0_pReal
|
||||
associate(prm => param(ph))
|
||||
do i = 1,prm%sum_N_cl
|
||||
traction_crit = prm%g_crit(i)*damage_phi(ph,me)**2.0_pReal
|
||||
traction_crit = prm%g_crit(i)*damage_phi(ph,en)**2.0_pReal
|
||||
|
||||
traction_d = math_tensordot(S,prm%cleavage_systems(1:3,1:3,1,i))
|
||||
if (abs(traction_d) > traction_crit + tol_math_check) then
|
||||
|
|
|
|||
|
|
@ -13,7 +13,15 @@ submodule(phase:damage) isobrittle
|
|||
output
|
||||
end type tParameters
|
||||
|
||||
type(tParameters), dimension(:), allocatable :: param !< containers of constitutive parameters (len Ninstances)
|
||||
type :: tIsobrittleState
|
||||
real(pReal), pointer, dimension(:) :: & !< vectors along Nmembers
|
||||
r_W !< ratio between actual and critical strain energy density
|
||||
end type tIsobrittleState
|
||||
|
||||
type(tParameters), allocatable, dimension(:) :: param !< containers of constitutive parameters (len Ninstances)
|
||||
type(tIsobrittleState), allocatable, dimension(:) :: &
|
||||
deltaState, &
|
||||
state
|
||||
|
||||
contains
|
||||
|
||||
|
|
@ -44,13 +52,15 @@ module function isobrittle_init() result(mySources)
|
|||
|
||||
phases => config_material%get('phase')
|
||||
allocate(param(phases%length))
|
||||
allocate(state(phases%length))
|
||||
allocate(deltaState(phases%length))
|
||||
|
||||
do ph = 1, phases%length
|
||||
if(mySources(ph)) then
|
||||
phase => phases%get(ph)
|
||||
sources => phase%get('damage')
|
||||
|
||||
associate(prm => param(ph))
|
||||
associate(prm => param(ph), dlt => deltaState(ph), stt => state(ph))
|
||||
src => sources%get(1)
|
||||
|
||||
prm%W_crit = src%get_asFloat('W_crit')
|
||||
|
|
@ -69,10 +79,12 @@ module function isobrittle_init() result(mySources)
|
|||
damageState(ph)%atol = src%get_asFloat('atol_phi',defaultVal=1.0e-9_pReal)
|
||||
if(any(damageState(ph)%atol < 0.0_pReal)) extmsg = trim(extmsg)//' atol_phi'
|
||||
|
||||
stt%r_W => damageState(ph)%state(1,:)
|
||||
dlt%r_W => damageState(ph)%deltaState(1,:)
|
||||
|
||||
end associate
|
||||
|
||||
!--------------------------------------------------------------------------------------------------
|
||||
! exit if any parameter is out of range
|
||||
|
||||
if (extmsg /= '') call IO_error(211,ext_msg=trim(extmsg)//'(damage_isobrittle)')
|
||||
endif
|
||||
|
||||
|
|
@ -85,29 +97,27 @@ end function isobrittle_init
|
|||
!--------------------------------------------------------------------------------------------------
|
||||
!> @brief calculates derived quantities from state
|
||||
!--------------------------------------------------------------------------------------------------
|
||||
module subroutine isobrittle_deltaState(C, Fe, ph,me)
|
||||
module subroutine isobrittle_deltaState(C, Fe, ph,en)
|
||||
|
||||
integer, intent(in) :: ph,me
|
||||
integer, intent(in) :: ph,en
|
||||
real(pReal), intent(in), dimension(3,3) :: &
|
||||
Fe
|
||||
real(pReal), intent(in), dimension(6,6) :: &
|
||||
C
|
||||
|
||||
real(pReal), dimension(6) :: &
|
||||
strain
|
||||
epsilon
|
||||
real(pReal) :: &
|
||||
strainenergy
|
||||
r_W
|
||||
|
||||
|
||||
strain = 0.5_pReal*math_sym33to6(matmul(transpose(Fe),Fe)-math_I3)
|
||||
epsilon = 0.5_pReal*math_sym33to6(matmul(transpose(Fe),Fe)-math_I3)
|
||||
|
||||
associate(prm => param(ph))
|
||||
strainenergy = 2.0_pReal*sum(strain*matmul(C,strain))/prm%W_crit
|
||||
! ToDo: check strainenergy = 2.0_pReal*dot_product(strain,matmul(C,strain))/prm%W_crit
|
||||
associate(prm => param(ph), stt => state(ph), dlt => deltaState(ph))
|
||||
|
||||
r_W = 2.0_pReal*dot_product(epsilon,matmul(C,epsilon))/prm%W_crit
|
||||
dlt%r_W(en) = merge(r_W - stt%r_W(en), 0.0_pReal, r_W > stt%r_W(en))
|
||||
|
||||
damageState(ph)%deltaState(1,me) = merge(strainenergy - damageState(ph)%state(1,me), &
|
||||
damageState(ph)%subState0(1,me) - damageState(ph)%state(1,me), &
|
||||
strainenergy > damageState(ph)%subState0(1,me))
|
||||
end associate
|
||||
|
||||
end subroutine isobrittle_deltaState
|
||||
|
|
@ -124,14 +134,15 @@ module subroutine isobrittle_results(phase,group)
|
|||
integer :: o
|
||||
|
||||
|
||||
associate(prm => param(phase), &
|
||||
stt => damageState(phase)%state)
|
||||
associate(prm => param(phase), stt => damageState(phase)%state) ! point to state and output r_W (is scalar, not 1D vector)
|
||||
|
||||
outputsLoop: do o = 1,size(prm%output)
|
||||
select case(trim(prm%output(o)))
|
||||
case ('f_phi')
|
||||
call results_writeDataset(stt,group,trim(prm%output(o)),'driving force','J/m³')
|
||||
call results_writeDataset(stt,group,trim(prm%output(o)),'driving force','J/m³') ! Wrong, this is dimensionless
|
||||
end select
|
||||
enddo outputsLoop
|
||||
|
||||
end associate
|
||||
|
||||
end subroutine isobrittle_results
|
||||
|
|
|
|||
|
|
@ -44,9 +44,9 @@ submodule(phase) mechanical
|
|||
|
||||
interface
|
||||
|
||||
module subroutine eigendeformation_init(phases)
|
||||
module subroutine eigen_init(phases)
|
||||
class(tNode), pointer :: phases
|
||||
end subroutine eigendeformation_init
|
||||
end subroutine eigen_init
|
||||
|
||||
module subroutine elastic_init(phases)
|
||||
class(tNode), pointer :: phases
|
||||
|
|
@ -197,8 +197,7 @@ module subroutine mechanical_init(materials,phases)
|
|||
Nmembers
|
||||
class(tNode), pointer :: &
|
||||
num_crystallite, &
|
||||
material, &
|
||||
constituents, &
|
||||
|
||||
phase, &
|
||||
mech
|
||||
|
||||
|
|
@ -303,7 +302,7 @@ module subroutine mechanical_init(materials,phases)
|
|||
end select
|
||||
|
||||
|
||||
call eigendeformation_init(phases)
|
||||
call eigen_init(phases)
|
||||
|
||||
|
||||
end subroutine mechanical_init
|
||||
|
|
@ -977,9 +976,9 @@ end subroutine mechanical_forward
|
|||
!--------------------------------------------------------------------------------------------------
|
||||
!> @brief calculate stress (P)
|
||||
!--------------------------------------------------------------------------------------------------
|
||||
module function crystallite_stress(dt,co,ip,el) result(converged_)
|
||||
module function phase_mechanical_constitutive(Delta_t,co,ip,el) result(converged_)
|
||||
|
||||
real(pReal), intent(in) :: dt
|
||||
real(pReal), intent(in) :: Delta_t
|
||||
integer, intent(in) :: &
|
||||
co, &
|
||||
ip, &
|
||||
|
|
@ -1009,16 +1008,12 @@ module function crystallite_stress(dt,co,ip,el) result(converged_)
|
|||
subLi0 = phase_mechanical_Li0(ph)%data(1:3,1:3,en)
|
||||
subLp0 = phase_mechanical_Lp0(ph)%data(1:3,1:3,en)
|
||||
subState0 = plasticState(ph)%State0(:,en)
|
||||
|
||||
if (damageState(ph)%sizeState > 0) &
|
||||
damageState(ph)%subState0(:,en) = damageState(ph)%state0(:,en)
|
||||
|
||||
subFp0 = phase_mechanical_Fp0(ph)%data(1:3,1:3,en)
|
||||
subFi0 = phase_mechanical_Fi0(ph)%data(1:3,1:3,en)
|
||||
subF0 = phase_mechanical_F0(ph)%data(1:3,1:3,en)
|
||||
subFrac = 0.0_pReal
|
||||
subStep = 1.0_pReal/num%subStepSizeCryst
|
||||
todo = .true.
|
||||
subStep = 1.0_pReal/num%subStepSizeCryst
|
||||
converged_ = .false. ! pretend failed step of 1/subStepSizeCryst
|
||||
|
||||
todo = .true.
|
||||
|
|
@ -1038,9 +1033,6 @@ module function crystallite_stress(dt,co,ip,el) result(converged_)
|
|||
subFp0 = phase_mechanical_Fp(ph)%data(1:3,1:3,en)
|
||||
subFi0 = phase_mechanical_Fi(ph)%data(1:3,1:3,en)
|
||||
subState0 = plasticState(ph)%state(:,en)
|
||||
if (damageState(ph)%sizeState > 0) &
|
||||
damageState(ph)%subState0(:,en) = damageState(ph)%state(:,en)
|
||||
|
||||
endif
|
||||
!--------------------------------------------------------------------------------------------------
|
||||
! cut back (reduced time and restore)
|
||||
|
|
@ -1054,9 +1046,6 @@ module function crystallite_stress(dt,co,ip,el) result(converged_)
|
|||
phase_mechanical_Li(ph)%data(1:3,1:3,en) = subLi0
|
||||
endif
|
||||
plasticState(ph)%state(:,en) = subState0
|
||||
if (damageState(ph)%sizeState > 0) &
|
||||
damageState(ph)%state(:,en) = damageState(ph)%subState0(:,en)
|
||||
|
||||
todo = subStep > num%subStepMinCryst ! still on track or already done (beyond repair)
|
||||
endif
|
||||
|
||||
|
|
@ -1065,13 +1054,12 @@ module function crystallite_stress(dt,co,ip,el) result(converged_)
|
|||
if (todo) then
|
||||
subF = subF0 &
|
||||
+ subStep * (phase_mechanical_F(ph)%data(1:3,1:3,en) - phase_mechanical_F0(ph)%data(1:3,1:3,en))
|
||||
converged_ = .not. integrateState(subF0,subF,subFp0,subFi0,subState0(1:sizeDotState),subStep * dt,co,ip,el)
|
||||
converged_ = converged_ .and. .not. integrateDamageState(subStep * dt,co,(el-1)*discretization_nIPs + ip)
|
||||
converged_ = .not. integrateState(subF0,subF,subFp0,subFi0,subState0(1:sizeDotState),subStep * Delta_t,co,ip,el)
|
||||
endif
|
||||
|
||||
enddo cutbackLooping
|
||||
|
||||
end function crystallite_stress
|
||||
end function phase_mechanical_constitutive
|
||||
|
||||
|
||||
!--------------------------------------------------------------------------------------------------
|
||||
|
|
@ -1104,12 +1092,13 @@ module subroutine mechanical_restore(ce,includeL)
|
|||
|
||||
end subroutine mechanical_restore
|
||||
|
||||
|
||||
!--------------------------------------------------------------------------------------------------
|
||||
!> @brief Calculate tangent (dPdF).
|
||||
!--------------------------------------------------------------------------------------------------
|
||||
module function phase_mechanical_dPdF(dt,co,ce) result(dPdF)
|
||||
module function phase_mechanical_dPdF(Delta_t,co,ce) result(dPdF)
|
||||
|
||||
real(pReal), intent(in) :: dt
|
||||
real(pReal), intent(in) :: Delta_t
|
||||
integer, intent(in) :: &
|
||||
co, & !< counter in constituent loop
|
||||
ce
|
||||
|
|
@ -1159,11 +1148,11 @@ module function phase_mechanical_dPdF(dt,co,ce) result(dPdF)
|
|||
lhs_3333 = 0.0_pReal; rhs_3333 = 0.0_pReal
|
||||
do o=1,3; do p=1,3
|
||||
lhs_3333(1:3,1:3,o,p) = lhs_3333(1:3,1:3,o,p) &
|
||||
+ matmul(invSubFi0,dLidFi(1:3,1:3,o,p)) * dt
|
||||
+ matmul(invSubFi0,dLidFi(1:3,1:3,o,p)) * Delta_t
|
||||
lhs_3333(1:3,o,1:3,p) = lhs_3333(1:3,o,1:3,p) &
|
||||
+ invFi*invFi(p,o)
|
||||
rhs_3333(1:3,1:3,o,p) = rhs_3333(1:3,1:3,o,p) &
|
||||
- matmul(invSubFi0,dLidS(1:3,1:3,o,p)) * dt
|
||||
- matmul(invSubFi0,dLidS(1:3,1:3,o,p)) * Delta_t
|
||||
enddo; enddo
|
||||
call math_invert(temp_99,error,math_3333to99(lhs_3333))
|
||||
if (error) then
|
||||
|
|
@ -1192,7 +1181,7 @@ module function phase_mechanical_dPdF(dt,co,ce) result(dPdF)
|
|||
temp_3333(1:3,1:3,p,o) = matmul(matmul(temp_33_2,dLpdS(1:3,1:3,p,o)), invFi) &
|
||||
+ matmul(temp_33_3,dLidS(1:3,1:3,p,o))
|
||||
enddo; enddo
|
||||
lhs_3333 = math_mul3333xx3333(dSdFe,temp_3333) * dt &
|
||||
lhs_3333 = math_mul3333xx3333(dSdFe,temp_3333) * Delta_t &
|
||||
+ math_mul3333xx3333(dSdFi,dFidS)
|
||||
|
||||
call math_invert(temp_99,error,math_eye(9)+math_3333to99(lhs_3333))
|
||||
|
|
@ -1208,7 +1197,7 @@ module function phase_mechanical_dPdF(dt,co,ce) result(dPdF)
|
|||
! calculate dFpinvdF
|
||||
temp_3333 = math_mul3333xx3333(dLpdS,dSdF)
|
||||
do o=1,3; do p=1,3
|
||||
dFpinvdF(1:3,1:3,p,o) = - matmul(invSubFp0, matmul(temp_3333(1:3,1:3,p,o),invFi)) * dt
|
||||
dFpinvdF(1:3,1:3,p,o) = - matmul(invSubFp0, matmul(temp_3333(1:3,1:3,p,o),invFi)) * Delta_t
|
||||
enddo; enddo
|
||||
|
||||
!--------------------------------------------------------------------------------------------------
|
||||
|
|
|
|||
|
|
@ -32,7 +32,7 @@ submodule(phase:mechanical) eigen
|
|||
contains
|
||||
|
||||
|
||||
module subroutine eigendeformation_init(phases)
|
||||
module subroutine eigen_init(phases)
|
||||
|
||||
class(tNode), pointer :: &
|
||||
phases
|
||||
|
|
@ -68,7 +68,7 @@ module subroutine eigendeformation_init(phases)
|
|||
where(damage_anisobrittle_init()) model_damage = KINEMATICS_cleavage_opening_ID
|
||||
|
||||
|
||||
end subroutine eigendeformation_init
|
||||
end subroutine eigen_init
|
||||
|
||||
|
||||
!--------------------------------------------------------------------------------------------------
|
||||
|
|
|
|||
|
|
@ -216,7 +216,7 @@ module function phase_K_T(co,ce) result(K)
|
|||
end function phase_K_T
|
||||
|
||||
|
||||
module function thermal_stress(Delta_t,ph,en) result(converged_) ! ?? why is this called "stress" when it seems closer to "updateState" ??
|
||||
module function phase_thermal_constitutive(Delta_t,ph,en) result(converged_)
|
||||
|
||||
real(pReal), intent(in) :: Delta_t
|
||||
integer, intent(in) :: ph, en
|
||||
|
|
@ -225,7 +225,7 @@ module function thermal_stress(Delta_t,ph,en) result(converged_) ! ??
|
|||
|
||||
converged_ = .not. integrateThermalState(Delta_t,ph,en)
|
||||
|
||||
end function thermal_stress
|
||||
end function phase_thermal_constitutive
|
||||
|
||||
|
||||
!--------------------------------------------------------------------------------------------------
|
||||
|
|
|
|||
17
src/prec.f90
17
src/prec.f90
|
|
@ -38,16 +38,14 @@ module prec
|
|||
sizeDotState = 0, & !< size of dot state, i.e. state(1:sizeDot) follows time evolution by dotState rates
|
||||
offsetDeltaState = 0, & !< index offset of delta state
|
||||
sizeDeltaState = 0 !< size of delta state, i.e. state(offset+1:offset+sizeDelta) follows time evolution by deltaState increments
|
||||
! http://stackoverflow.com/questions/3948210
|
||||
real(pReal), pointer, dimension(:), contiguous :: &
|
||||
real(pReal), allocatable, dimension(:) :: &
|
||||
atol
|
||||
real(pReal), pointer, dimension(:,:), contiguous :: & ! a pointer is needed here because we might point to state/doState. However, they will never point to something, but are rather allocated and, hence, contiguous
|
||||
! http://stackoverflow.com/questions/3948210
|
||||
real(pReal), pointer, dimension(:,:), contiguous :: & !< is basically an allocatable+target, but in a type needs to be pointer
|
||||
state0, &
|
||||
state, & !< state
|
||||
dotState, & !< rate of state change
|
||||
deltaState !< increment of state change
|
||||
real(pReal), allocatable, dimension(:,:) :: &
|
||||
subState0
|
||||
end type
|
||||
|
||||
type, extends(tState) :: tPlasticState
|
||||
|
|
@ -61,12 +59,9 @@ module prec
|
|||
real(pReal), private, parameter :: PREAL_EPSILON = epsilon(0.0_pReal) !< minimum positive number such that 1.0 + EPSILON /= 1.0.
|
||||
real(pReal), private, parameter :: PREAL_MIN = tiny(0.0_pReal) !< smallest normalized floating point number
|
||||
|
||||
integer, dimension(0), parameter :: &
|
||||
emptyIntArray = [integer::]
|
||||
real(pReal), dimension(0), parameter :: &
|
||||
emptyRealArray = [real(pReal)::]
|
||||
character(len=pStringLen), dimension(0), parameter :: &
|
||||
emptyStringArray = [character(len=pStringLen)::]
|
||||
integer, dimension(0), parameter :: emptyIntArray = [integer::]
|
||||
real(pReal), dimension(0), parameter :: emptyRealArray = [real(pReal)::]
|
||||
character(len=pStringLen), dimension(0), parameter :: emptyStringArray = [character(len=pStringLen)::]
|
||||
|
||||
private :: &
|
||||
selfTest
|
||||
|
|
|
|||
Loading…
Reference in New Issue