CPFEM
changed consistent tangent scheme to D.Tjahjanto Diss version fixed nasty bug in decision when to calculate new values (CPFEM_general) prec precision values should now be on safe side.
This commit is contained in:
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trunk/CPFEM.f90
136
trunk/CPFEM.f90
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@ -21,7 +21,7 @@
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real(pReal), dimension (:,:,:,:), allocatable :: CPFEM_sigma_new
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real(pReal), dimension (:,:,:,:), allocatable :: CPFEM_sigma_new
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real(pReal), dimension (:,:,:,:,:), allocatable :: CPFEM_Fp_old
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real(pReal), dimension (:,:,:,:,:), allocatable :: CPFEM_Fp_old
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real(pReal), dimension (:,:,:,:,:), allocatable :: CPFEM_Fp_new
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real(pReal), dimension (:,:,:,:,:), allocatable :: CPFEM_Fp_new
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real(pReal), dimension (:,:,:,:), allocatable :: CPFEM_jaco_old
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real(pReal), dimension (:,:,:,:), allocatable :: CPFEM_jacobian
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real(pReal), parameter :: CPFEM_odd_stress = 1e15_pReal, CPFEM_odd_jacobian = 1e50_pReal
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real(pReal), parameter :: CPFEM_odd_stress = 1e15_pReal, CPFEM_odd_jacobian = 1e50_pReal
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integer(pInt) :: CPFEM_inc_old = 0_pInt
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integer(pInt) :: CPFEM_inc_old = 0_pInt
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integer(pInt) :: CPFEM_subinc_old = 1_pInt
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integer(pInt) :: CPFEM_subinc_old = 1_pInt
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@ -68,8 +68,8 @@
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CPFEM_Fp_old(:,:,g,i,e) = math_EulerToR(constitutive_EulerAngles(:,g,i,e)) ! plastic def gradient reflects init orientation
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CPFEM_Fp_old(:,:,g,i,e) = math_EulerToR(constitutive_EulerAngles(:,g,i,e)) ! plastic def gradient reflects init orientation
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allocate(CPFEM_Fp_new(3,3,constitutive_maxNgrains,mesh_maxNips,mesh_NcpElems)) ; CPFEM_Fp_new = 0.0_pReal
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allocate(CPFEM_Fp_new(3,3,constitutive_maxNgrains,mesh_maxNips,mesh_NcpElems)) ; CPFEM_Fp_new = 0.0_pReal
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!
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!
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! *** Old jacobian (consistent tangent) ***
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! *** FEM jacobian (consistent tangent) ***
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allocate(CPFEM_jaco_old(6,6,mesh_maxNips,mesh_NcpElems)) ; CPFEM_jaco_old = 0.0_pReal
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allocate(CPFEM_jacobian(6,6,mesh_maxNips,mesh_NcpElems)) ; CPFEM_jacobian = 0.0_pReal
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!
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!
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!
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!
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! *** Output to MARC output file ***
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! *** Output to MARC output file ***
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@ -85,14 +85,14 @@
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write(6,*) 'CPFEM_sigma_new: ', shape(CPFEM_sigma_new)
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write(6,*) 'CPFEM_sigma_new: ', shape(CPFEM_sigma_new)
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write(6,*) 'CPFEM_Fp_old: ', shape(CPFEM_Fp_old)
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write(6,*) 'CPFEM_Fp_old: ', shape(CPFEM_Fp_old)
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write(6,*) 'CPFEM_Fp_new: ', shape(CPFEM_Fp_new)
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write(6,*) 'CPFEM_Fp_new: ', shape(CPFEM_Fp_new)
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write(6,*) 'CPFEM_jaco_old: ', shape(CPFEM_jaco_old)
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write(6,*) 'CPFEM_jacobian: ', shape(CPFEM_jacobian)
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write(6,*)
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write(6,*)
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call flush(6)
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call flush(6)
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return
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return
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END SUBROUTINE
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END SUBROUTINE
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!
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!
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!***********************************************************************
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!***********************************************************************
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!*** perform initialization at first call, update variables and ***
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!*** perform initialization at first call, update variables and ***
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!*** call the actual material model ***
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!*** call the actual material model ***
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@ -102,29 +102,30 @@
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!
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!
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use prec, only: pReal,pInt
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use prec, only: pReal,pInt
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use debug
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use debug
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use math, only: math_init, invnrmMandel, math_identity2nd
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use math, only: math_init, invnrmMandel, math_identity2nd, math_Mandel3333to66,math_Mandel33to6,math_Mandel6to33
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use mesh, only: mesh_init,mesh_FEasCP, mesh_NcpElems, FE_Nips, FE_mapElemtype, mesh_element
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use mesh, only: mesh_init,mesh_FEasCP, mesh_NcpElems, FE_Nips, FE_mapElemtype, mesh_element
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use crystal, only: crystal_Init
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use crystal, only: crystal_Init
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use constitutive, only: constitutive_init,constitutive_state_old,constitutive_state_new,material_Cslip_66
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use constitutive, only: constitutive_init,constitutive_state_old,constitutive_state_new,material_Cslip_66
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implicit none
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implicit none
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integer(pInt) CPFEM_inc, CPFEM_subinc, CPFEM_cn, CPFEM_en, CPFEM_in, cp_en, CPFEM_ngens, i,j, e
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integer(pInt) CPFEM_inc, CPFEM_subinc, CPFEM_cn, CPFEM_en, CPFEM_in, cp_en, CPFEM_ngens, i,j,k,l, e
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real(pReal) ffn(3,3),ffn1(3,3),Temperature,CPFEM_dt,CPFEM_stress(CPFEM_ngens),CPFEM_jaco(CPFEM_ngens,CPFEM_ngens)
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real(pReal) ffn(3,3),ffn1(3,3),Temperature,CPFEM_dt,CPFEM_stress(CPFEM_ngens),CPFEM_jaco(CPFEM_ngens,CPFEM_ngens)
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logical CPFEM_stress_recovery
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logical CPFEM_stress_recovery
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! calculate only every second cycle
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! calculate only every second cycle
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if(mod(CPFEM_cn,2) /= 0) then ! odd cycle: record data for use in even cycle and return stiff result for this odd cycle
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if (mod(CPFEM_cn,2) /= 0) then ! odd cycle: record data for use in even cycle and return stiff result for this odd cycle
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cp_en = mesh_FEasCP('elem',CPFEM_en)
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cp_en = mesh_FEasCP('elem',CPFEM_en)
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CPFEM_Temperature(CPFEM_in, cp_en) = Temperature
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CPFEM_Temperature(CPFEM_in, cp_en) = Temperature
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CPFEM_ffn_all(:,:,CPFEM_in, cp_en) = ffn
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CPFEM_ffn_all(:,:,CPFEM_in, cp_en) = ffn
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CPFEM_ffn1_all(:,:,CPFEM_in, cp_en) = ffn1
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CPFEM_ffn1_all(:,:,CPFEM_in, cp_en) = ffn1
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CPFEM_stress(1:CPFEM_ngens) = CPFEM_odd_stress
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CPFEM_stress(1:CPFEM_ngens) = CPFEM_odd_stress
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CPFEM_jaco(1:CPFEM_ngens,1:CPFEM_ngens) = CPFEM_odd_jacobian*math_identity2nd(CPFEM_ngens)
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CPFEM_jaco(1:CPFEM_ngens,1:CPFEM_ngens) = CPFEM_odd_jacobian*math_identity2nd(CPFEM_ngens)
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CPFEM_cycle_old = CPFEM_cn
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else ! even cycle: really calculate only in first call of new cycle and when in stress recovery
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else ! even cycle: really calculate only in first call of new cycle and when in stress recovery
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if(CPFEM_cn/=CPFEM_cycle_old .and. CPFEM_stress_recovery) then
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if (CPFEM_cn /= CPFEM_cycle_old .and. CPFEM_stress_recovery) then
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if (CPFEM_first_call) then ! initialization step
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if (CPFEM_first_call) then ! initialization step
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! three dimensional stress state ?
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! three dimensional stress state ?
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call math_init()
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call math_init()
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@ -134,6 +135,7 @@
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call CPFEM_init()
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call CPFEM_init()
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CPFEM_Temperature = Temperature
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CPFEM_Temperature = Temperature
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CPFEM_first_call = .false.
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CPFEM_first_call = .false.
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endif
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endif
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if (CPFEM_inc == CPFEM_inc_old) then ! not a new increment
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if (CPFEM_inc == CPFEM_inc_old) then ! not a new increment
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@ -160,7 +162,7 @@
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do e=1,mesh_NcpElems
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do e=1,mesh_NcpElems
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do i=1,FE_Nips(FE_mapElemtype(mesh_element(2,e)))
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do i=1,FE_Nips(FE_mapElemtype(mesh_element(2,e)))
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! debugger = (e==1 .and. i==1)
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debugger = (e==1 .and. i==1)
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call CPFEM_stressIP(CPFEM_cn, CPFEM_dt, i, e)
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call CPFEM_stressIP(CPFEM_cn, CPFEM_dt, i, e)
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enddo
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enddo
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enddo
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enddo
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@ -169,13 +171,9 @@
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end if
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end if
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! return stress and jacobi
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! return stress and jacobi
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! Mandel: 11, 22, 33, SQRT(2)*12, SQRT(2)*23, SQRT(2)*13
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! Marc: 11, 22, 33, 12, 23, 13
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cp_en = mesh_FEasCP('elem', CPFEM_en)
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cp_en = mesh_FEasCP('elem', CPFEM_en)
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CPFEM_stress(1:CPFEM_ngens) = invnrmMandel(1:CPFEM_ngens)*CPFEM_stress_all(1:CPFEM_ngens, CPFEM_in, cp_en)
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CPFEM_stress(1:CPFEM_ngens) = CPFEM_stress_all(1:CPFEM_ngens, CPFEM_in, cp_en)
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CPFEM_jaco(1:CPFEM_ngens,1:CPFEM_ngens) = CPFEM_jaco_old(1:CPFEM_ngens,1:CPFEM_ngens, CPFEM_in, cp_en)
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CPFEM_jaco(1:CPFEM_ngens,1:CPFEM_ngens) = CPFEM_jacobian(1:CPFEM_ngens,1:CPFEM_ngens, CPFEM_in, cp_en)
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forall(i=1:CPFEM_ngens) &
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CPFEM_jaco(1:CPFEM_ngens,i) = CPFEM_jaco(1:CPFEM_ngens,i)*invnrmMandel(1:CPFEM_ngens)
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end if
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end if
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return
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return
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@ -214,7 +212,7 @@
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updateJaco = (mod(CPFEM_cn,2_pInt*ijaco)==0) ! update consistent tangent every ijaco'th iteration
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updateJaco = (mod(CPFEM_cn,2_pInt*ijaco)==0) ! update consistent tangent every ijaco'th iteration
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CPFEM_stress_all(:,CPFEM_in,cp_en) = 0.0_pReal ! average Cauchy stress
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CPFEM_stress_all(:,CPFEM_in,cp_en) = 0.0_pReal ! average Cauchy stress
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if (updateJaco) CPFEM_jaco_old(:,:,CPFEM_in,cp_en) = 0.0_pReal ! average consistent tangent
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if (updateJaco) CPFEM_jacobian(:,:,CPFEM_in,cp_en) = 0.0_pReal ! average consistent tangent
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! -------------- grain loop -----------------
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! -------------- grain loop -----------------
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do grain = 1,texture_Ngrains(mesh_element(4,cp_en))
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do grain = 1,texture_Ngrains(mesh_element(4,cp_en))
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@ -266,7 +264,7 @@
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i = i+1_pInt ! inc cutback counter
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i = i+1_pInt ! inc cutback counter
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if (i > nCutback) then ! limit exceeded?
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if (i > nCutback) then ! limit exceeded?
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debug_cutbackDistribution(nCutback+1) = debug_cutbackDistribution(nCutback+1)+1
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debug_cutbackDistribution(nCutback+1) = debug_cutbackDistribution(nCutback+1)+1
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write(6,*)
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write(6,'(x,a,x,i6,x,a,x,i2,x,a,x,i2)') 'element:',cp_en,'IP:',CPFEM_in,'grain:',grain
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write(6,*) 'cutback limit --> '//msg
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write(6,*) 'cutback limit --> '//msg
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call IO_error(600)
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call IO_error(600)
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return ! byebye
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return ! byebye
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@ -286,7 +284,7 @@
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! ---- contribute to IP result ----
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! ---- contribute to IP result ----
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volfrac = constitutive_matVolFrac(grain,CPFEM_in,cp_en)*constitutive_texVolFrac(grain,CPFEM_in,cp_en)
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volfrac = constitutive_matVolFrac(grain,CPFEM_in,cp_en)*constitutive_texVolFrac(grain,CPFEM_in,cp_en)
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CPFEM_stress_all(:,CPFEM_in,cp_en) = CPFEM_stress_all(:,CPFEM_in,cp_en)+volfrac*cs ! average Cauchy stress
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CPFEM_stress_all(:,CPFEM_in,cp_en) = CPFEM_stress_all(:,CPFEM_in,cp_en)+volfrac*cs ! average Cauchy stress
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if (updateJaco) CPFEM_jaco_old(:,:,CPFEM_in,cp_en) = CPFEM_jaco_old(:,:,CPFEM_in,cp_en)+volfrac*cd ! average consistent tangent
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if (updateJaco) CPFEM_jacobian(:,:,CPFEM_in,cp_en) = CPFEM_jacobian(:,:,CPFEM_in,cp_en)+volfrac*cd ! average consistent tangent
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! ---- update results plotted in MENTAT ----
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! ---- update results plotted in MENTAT ----
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call math_pDecomposition(Fe,U,R,error) ! polar decomposition
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call math_pDecomposition(Fe,U,R,error) ! polar decomposition
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if (error) then
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if (error) then
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@ -315,7 +313,7 @@
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msg,& ! return message
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msg,& ! return message
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cs,& ! Cauchy stress vector
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cs,& ! Cauchy stress vector
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dcs_de,& ! consistent tangent
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dcs_de,& ! consistent tangent
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Tstar_v,& ! second Piola-Kirchoff stress tensor
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Tstar_v,& ! second Piola-Kirchhoff stress tensor
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Lp,& ! guess of plastic velocity gradient
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Lp,& ! guess of plastic velocity gradient
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Fp_new,& ! new plastic deformation gradient
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Fp_new,& ! new plastic deformation gradient
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Fe_new,& ! new "elastic" deformation gradient
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Fe_new,& ! new "elastic" deformation gradient
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@ -331,18 +329,20 @@
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Fp_old,& ! old plastic deformation gradient
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Fp_old,& ! old plastic deformation gradient
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state_old) ! old state variable array
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state_old) ! old state variable array
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use prec, only: pReal,pInt,pert_e
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use prec, only: pReal,pInt,pert_Fg
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use debug
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use debug
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use constitutive, only: constitutive_Nstatevars
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use constitutive, only: constitutive_Nstatevars
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use mesh, only: mesh_element
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use mesh, only: mesh_element
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use math, only: math_Mandel6to33,mapMandel
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use math, only: math_Mandel6to33,math_Mandel33to6,math_Mandel3333to66,math_I3,math_det3x3,math_invert3x3
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implicit none
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implicit none
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character(len=*) msg
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character(len=*) msg
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logical updateJaco
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logical updateJaco,error
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integer(pInt) cp_en,CPFEM_in,grain,i
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integer(pInt) cp_en,CPFEM_in,grain,i,j,k,l,m,n
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real(pReal) dt
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real(pReal) dt,invJ,det
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real(pReal), dimension(3,3) :: Lp,Fg_old,Fg_new,Fg_pert,Fp_old,Fp_new,Fp_pert,Fe_new,Fe_pert,E_pert
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real(pReal), dimension(3,3,3,3) :: A,H
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real(pReal), dimension(3,3) :: Lp,Lp_pert,Fg_old,Fg_new,Fg_pert,Fp_old,Fp_new,invFp_new,Fp_pert,invFp_pert
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real(pReal), dimension(3,3) :: Fe_new,Fe_pert,Tstar,tau,P,P_pert,E_pert
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real(pReal), dimension(6) :: cs,Tstar_v,Tstar_v_pert
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real(pReal), dimension(6) :: cs,Tstar_v,Tstar_v_pert
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real(pReal), dimension(6,6) :: dcs_de
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real(pReal), dimension(6,6) :: dcs_de
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real(pReal), dimension(constitutive_Nstatevars(grain,CPFEM_in,cp_en)) :: state_old,state_new,state_pert
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real(pReal), dimension(constitutive_Nstatevars(grain,CPFEM_in,cp_en)) :: state_old,state_new,state_pert
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call CPFEM_timeIntegration(msg,Lp,Fp_new,Fe_new,Tstar_v,state_new, & ! def gradients and PK2 at end of time step
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call CPFEM_timeIntegration(msg,Lp,Fp_new,Fe_new,Tstar_v,state_new, & ! def gradients and PK2 at end of time step
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dt,cp_en,CPFEM_in,grain,Fg_new,Fg_old,Fp_old,state_old)
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dt,cp_en,CPFEM_in,grain,Fg_new,Fg_old,Fp_old,state_old)
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if (msg /= 'ok') return ! solution not reached --> report back
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if (msg /= 'ok') return ! solution not reached --> report back
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cs = CPFEM_CauchyStress(Tstar_v,Fe_new) ! Cauchy stress
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Tstar = math_Mandel6to33(Tstar_v) ! second PK in intermediate
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if (updateJaco) then ! consistent tangent using numerical perturbation of Fg
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tau = matmul(Fe_new,matmul(Tstar,transpose(Fe_new))) ! Kirchhoff stress
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do i = 1,6 ! Fg component
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invJ = 1.0_pReal/math_det3x3(Fe_new) ! inverse dilatation of Fe
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E_pert = 0.0_pReal
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cs = math_Mandel33to6(invJ*tau) ! Cauchy stress
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E_pert(mapMandel(1,i),mapMandel(2,i)) = E_pert(mapMandel(1,i),mapMandel(2,i)) + pert_e/2.0_pReal
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if (updateJaco) then ! consistent tangent using numerical perturbation of Fg (D.Tjahjanto Diss p.106)
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E_pert(mapMandel(2,i),mapMandel(1,i)) = E_pert(mapMandel(2,i),mapMandel(1,i)) + pert_e/2.0_pReal
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call math_invert3x3(Fp_new,invFp_new,det,error)
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if (error) then
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Fg_pert = Fg_new+matmul(E_pert,Fg_old) ! perturbated Fg
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msg = 'inversion of Fp_new'
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Tstar_v_pert = Tstar_v ! initial guess from end of time step
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return
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state_pert = state_new ! initial guess from end of time step
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endif
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call CPFEM_timeIntegration(msg,Lp,Fp_pert,Fe_pert,Tstar_v_pert,state_pert, &
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P = matmul(Fe_new,&
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dt,cp_en,CPFEM_in,grain,Fg_pert,Fg_old,Fp_old,state_old)
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matmul(Tstar,transpose(invFp_new))) ! first PK at center
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if (msg /= 'ok') then
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do k=1,3
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msg = 'consistent tangent --> '//msg
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do l=1,3
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return
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Fg_pert = Fg_new ! initialize perturbed Fg
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endif
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Fg_pert(k,l) = Fg_pert(k,l) + pert_Fg ! perturb single component
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! Remark: (perturbated) Cauchy stress is Mandel hence dcs_de(:,4:6) is too large by sqrt(2)
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Lp_pert = Lp
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dcs_de(:,i) = (CPFEM_CauchyStress(Tstar_v_pert,Fe_pert)-cs)/pert_e
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state_pert = state_new ! initial guess from end of time step
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call CPFEM_timeIntegration(msg,Lp_pert,Fp_pert,Fe_pert,Tstar_v_pert,state_pert, &
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dt,cp_en,CPFEM_in,grain,Fg_pert,Fg_old,Fp_old,state_old)
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if (msg /= 'ok') then
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msg = 'consistent tangent --> '//msg
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return
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endif
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call math_invert3x3(Fp_pert,invFp_pert,det,error)
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if (error) then
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msg = 'inversion of Fp_pert'
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return
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endif
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P_pert = matmul(Fe_pert,&
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matmul(math_mandel6to33(Tstar_v_pert),transpose(invFp_pert))) ! perturbed first PK
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A(:,:,k,l) = (P_pert-P)/pert_Fg ! dP_ij/dFg_kl
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enddo
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enddo
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enddo
|
||||||
|
|
||||||
|
H = 0.0_pReal
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||||||
|
forall(i=1:3,j=1:3,k=1:3,l=1:3,m=1:3,n=1:3) &
|
||||||
|
H(i,j,k,l) = H(i,j,k,l) + &
|
||||||
|
(Fg_new(j,m)*Fg_new(l,n)*A(i,m,k,n) - math_I3(j,l)*Fg_new(i,m)*P(k,m)) + &
|
||||||
|
0.5_pReal*(math_I3(i,k)*tau(j,l) + math_I3(j,l)*tau(i,k) + &
|
||||||
|
math_I3(i,l)*tau(j,k) + math_I3(j,k)*tau(i,l))
|
||||||
|
dcs_de = math_Mandel3333to66(invJ*H) ! Mandel version of stiffness tensor
|
||||||
endif
|
endif
|
||||||
|
|
||||||
return
|
return
|
||||||
|
@ -523,8 +547,8 @@ Inner: do ! inner iteration: Lp
|
||||||
debug_InnerLoopDistribution(iInner) = debug_InnerLoopDistribution(iInner)+1
|
debug_InnerLoopDistribution(iInner) = debug_InnerLoopDistribution(iInner)+1
|
||||||
ROuter = state - state_old - &
|
ROuter = state - state_old - &
|
||||||
dt*constitutive_dotState(Tstar_v,state,CPFEM_Temperature(CPFEM_in,cp_en),&
|
dt*constitutive_dotState(Tstar_v,state,CPFEM_Temperature(CPFEM_in,cp_en),&
|
||||||
grain,CPFEM_in,cp_en) ! evolution of microstructure
|
grain,CPFEM_in,cp_en) ! residuum from evolution of microstructure
|
||||||
state = state - ROuter
|
state = state - ROuter ! update of microstructure
|
||||||
if (maxval(abs(Router/state),state /= 0.0_pReal) < reltol_Outer) exit Outer
|
if (maxval(abs(Router/state),state /= 0.0_pReal) < reltol_Outer) exit Outer
|
||||||
|
|
||||||
enddo Outer
|
enddo Outer
|
||||||
|
@ -539,24 +563,10 @@ Inner: do ! inner iteration: Lp
|
||||||
Fp_new = Fp_new*det**(1.0_pReal/3.0_pReal) ! regularize Fp by det = det(InvFp_new) !!
|
Fp_new = Fp_new*det**(1.0_pReal/3.0_pReal) ! regularize Fp by det = det(InvFp_new) !!
|
||||||
Fe_new = matmul(Fg_new,invFp_new) ! calc resulting Fe
|
Fe_new = matmul(Fg_new,invFp_new) ! calc resulting Fe
|
||||||
forall (i=1:3) Tstar_v(i) = Tstar_v(i)+p_hydro ! add hydrostatic component back
|
forall (i=1:3) Tstar_v(i) = Tstar_v(i)+p_hydro ! add hydrostatic component back
|
||||||
|
|
||||||
return
|
return
|
||||||
|
|
||||||
END SUBROUTINE
|
END SUBROUTINE
|
||||||
|
|
||||||
|
|
||||||
FUNCTION CPFEM_CauchyStress(PK_v,Fe)
|
|
||||||
!***********************************************************************
|
|
||||||
!*** Cauchy stress calculation ***
|
|
||||||
!***********************************************************************
|
|
||||||
use prec, only: pReal,pInt
|
|
||||||
use math, only: math_Mandel33to6,math_Mandel6to33,math_det3x3
|
|
||||||
implicit none
|
|
||||||
! *** Subroutine parameters ***
|
|
||||||
real(pReal) PK_v(6), Fe(3,3), CPFEM_CauchyStress(6)
|
|
||||||
|
|
||||||
CPFEM_CauchyStress = math_Mandel33to6(matmul(matmul(Fe,math_Mandel6to33(PK_v)),transpose(Fe))/math_det3x3(Fe))
|
|
||||||
return
|
|
||||||
END FUNCTION
|
|
||||||
|
|
||||||
|
|
||||||
END MODULE
|
END MODULE
|
||||||
|
|
|
@ -7,7 +7,7 @@
|
||||||
! *** Precision of real and integer variables ***
|
! *** Precision of real and integer variables ***
|
||||||
integer, parameter :: pReal = 8
|
integer, parameter :: pReal = 8
|
||||||
integer, parameter :: pInt = 4
|
integer, parameter :: pInt = 4
|
||||||
real(pReal), parameter :: relevantStrain = 1e-7
|
real(pReal), parameter :: relevantStrain = 1.0e-7_pReal
|
||||||
|
|
||||||
! *** Numerical parameters ***
|
! *** Numerical parameters ***
|
||||||
|
|
||||||
|
@ -17,7 +17,7 @@
|
||||||
integer(pInt), parameter :: nReg = 1_pInt ! regularization attempts for Jacobi inversion
|
integer(pInt), parameter :: nReg = 1_pInt ! regularization attempts for Jacobi inversion
|
||||||
real(pReal), parameter :: pert_Fg = 1.0e-5_pReal ! strain perturbation for FEM Jacobi
|
real(pReal), parameter :: pert_Fg = 1.0e-5_pReal ! strain perturbation for FEM Jacobi
|
||||||
integer(pInt), parameter :: nOuter = 10_pInt ! outer loop limit
|
integer(pInt), parameter :: nOuter = 10_pInt ! outer loop limit
|
||||||
integer(pInt), parameter :: nInner = 200_pInt ! inner loop limit
|
integer(pInt), parameter :: nInner = 1000_pInt ! inner loop limit
|
||||||
real(pReal), parameter :: reltol_Outer = 1.0e-4_pReal ! relative tolerance in outer loop (state)
|
real(pReal), parameter :: reltol_Outer = 1.0e-4_pReal ! relative tolerance in outer loop (state)
|
||||||
real(pReal), parameter :: reltol_Inner = 1.0e-6_pReal ! relative tolerance in inner loop (Lp)
|
real(pReal), parameter :: reltol_Inner = 1.0e-6_pReal ! relative tolerance in inner loop (Lp)
|
||||||
real(pReal), parameter :: abstol_Inner = 1.0e-8_pReal ! absolute tolerance in inner loop (Lp)
|
real(pReal), parameter :: abstol_Inner = 1.0e-8_pReal ! absolute tolerance in inner loop (Lp)
|
||||||
|
|
Loading…
Reference in New Issue