fpakc/src/modules/moduleMeshCylRead.f95
Jorge Gonzalez 075530e967 The electric field from a triangular element is incorrect. Issue with
directional derivative depending on the definition of first node. Trying
to solve it with searching for the right first node but it is very
difficult. A solution is required to allow triangular meshes in charged
simulations.
2020-11-26 09:04:26 +01:00

781 lines
21 KiB
Fortran

MODULE moduleMeshCylRead
USE moduleMesh
USE moduleMeshCyl
USE moduleMeshCylBoundary
TYPE, EXTENDS(meshGeneric):: meshCylGeneric
CONTAINS
PROCEDURE, PASS:: readMesh => readMeshCyl
PROCEDURE, PASS:: printOutput => printOutputCyl
PROCEDURE, PASS:: printColl => printCollisionsCyl
PROCEDURE, PASS:: printEM => printEMCyl
END TYPE
INTERFACE connected
MODULE PROCEDURE connectedVolVol, connectedVolEdge
END INTERFACE connected
CONTAINS
SUBROUTINE readMeshCyl(self, filename)
USE moduleRefParam
USE moduleBoundary
IMPLICIT NONE
CLASS(meshCylGeneric), INTENT(out):: self
CHARACTER(:), ALLOCATABLE, INTENT(in):: filename
REAL(8):: r, z
INTEGER:: p(1:4)
INTEGER:: e=0, et=0, n=0, eTemp=0, elemType=0, bt = 0
INTEGER:: totalNumElem
INTEGER:: boundaryType
!Read msh
OPEN(10, FILE=TRIM(filename))
!Skip header
READ(10, *)
READ(10, *)
READ(10, *)
READ(10, *)
!Read number of nodes
READ(10, *) self%numNodes
!Allocate required matrices and vectors
ALLOCATE(self%nodes(1:self%numNodes))
ALLOCATE(self%K(1:self%numNodes,1:self%numNodes))
ALLOCATE(self%IPIV(1:self%numNodes,1:self%numNodes))
self%K = 0.D0
self%IPIV = 0
!Read nodes cartesian coordinates (x=z, y=r, z=null)
DO e=1, self%numNodes
READ(10, *) n, z, r
ALLOCATE(meshNodeCyl:: self%nodes(n)%obj)
CALL self%nodes(n)%obj%init(n, (/r, z, 0.D0 /))
END DO
!Skips comments
READ(10, *)
READ(10, *)
!Reads Totalnumber of elements
READ(10, *) TotalnumElem
!counts edges and volume elements
self%numEdges = 0
DO e=1, TotalnumElem
READ(10,*) eTemp, elemType
IF (elemType==1) THEN
self%numEdges=e
END IF
END DO
!Substract the number of edges to the total number of elements
!to obtain the number of volume elements
self%numVols = TotalnumElem - self%numEdges
!Allocates arrays
ALLOCATE(self%edges(1:self%numEdges))
ALLOCATE(self%vols(1:self%numVols))
!Go back to the beggining to read elements
DO e=1, totalNumElem
BACKSPACE(10)
END DO
!Reads edges
DO e=1, self%numEdges
READ(10,*) n, elemType, eTemp, boundaryType, eTemp, p(1:2)
!Associate boundary condition procedure.
!TODO: move to subroutine
bt = getBoundaryId(boundaryType)
SELECT CASE(boundary(bt)%obj%boundaryType)
CASE ('reflection')
ALLOCATE(meshEdgeCylRef:: self%edges(e)%obj)
CASE ('absorption')
ALLOCATE(meshEdgeCylAbs:: self%edges(e)%obj)
CASE ('axis')
ALLOCATE(meshEdgeCylAxis:: self%edges(e)%obj)
END SELECT
CALL self%edges(e)%obj%init(n, p(1:2), bt, boundaryType)
END DO
!Read and initialize volumes
DO e=1, self%numVols
READ(10,*) n, elemType
BACKSPACE(10)
SELECT CASE(elemType)
CASE (2)
!Triangular element
READ(10,*) n, elemType, eTemp, eTemp, eTemp, p(1:3)
ALLOCATE(meshVolCylTria:: self%vols(e)%obj)
CALL self%vols(e)%obj%init(n - self%numEdges, p(1:3))
CASE (3)
!Quadrilateral element
READ(10,*) n, elemType, eTemp, eTemp, eTemp, p(1:4)
ALLOCATE(meshVolCylQuad:: self%vols(e)%obj)
CALL self%vols(e)%obj%init(n - self%numEdges, p(1:4))
END SELECT
END DO
CLOSE(10)
!Build connectivity between elements
DO e = 1, self%numVols
!Connectivity between volumes
IF (e /= et) THEN
DO et = 1, self%numVols
CALL connected(self%vols(e)%obj, self%vols(et)%obj)
END DO
END IF
!Connectivity between vols and edges
DO et = 1, self%numEdges
CALL connected(self%vols(e)%obj, self%edges(et)%obj)
END DO
!Constructs the global K matrix
CALL constructGlobalK(self%K, self%vols(e)%obj)
END DO
END SUBROUTINE
!Selects type of elements to build connection
SUBROUTINE connectedVolVol(elemA, elemB)
IMPLICIT NONE
CLASS(meshVol), INTENT(inout):: elemA
CLASS(meshVol), INTENT(inout):: elemB
SELECT TYPE(elemA)
TYPE IS(meshVolCylQuad)
!Element A is a quadrilateral
SELECT TYPE(elemB)
TYPE IS(meshVolCylQuad)
!Element B is a quadrilateral
CALL connectedQuadQuad(elemA, elemB)
TYPE IS(meshVolCylTria)
!Element B is a triangle
CALL connectedQuadTria(elemA, elemB)
END SELECT
TYPE IS(meshVolCylTria)
!Element A is a Triangle
SELECT TYPE(elemB)
TYPE IS(meshVolCylQuad)
!Element B is a quadrilateral
CALL connectedQuadTria(elemB, elemA)
TYPE IS(meshVolCylTria)
!Element B is a triangle
CALL connectedTriaTria(elemA, elemB)
END SELECT
END SELECT
END SUBROUTINE connectedVolVol
SUBROUTINE connectedVolEdge(elemA, elemB)
IMPLICIT NONE
CLASS(meshVol), INTENT(inout):: elemA
CLASS(meshEdge), INTENT(inout):: elemB
SELECT TYPE(elemB)
CLASS IS(meshEdgeCyl)
SELECT TYPE(elemA)
TYPE IS(meshVolCylQuad)
!Element A is a quadrilateral
CALL connectedQuadEdge(elemA, elemB)
TYPE IS(meshVolCylTria)
!Element A is a triangle
CALL connectedTriaEdge(elemA, elemB)
END SELECT
END SELECT
END SUBROUTINE connectedVolEdge
SUBROUTINE connectedQuadQuad(elemA, elemB)
IMPLICIT NONE
CLASS(meshVolCylQuad), INTENT(inout), TARGET:: elemA
CLASS(meshVolCylQuad), INTENT(inout), TARGET:: elemB
!Check direction 1
IF (.NOT. ASSOCIATED(elemA%e1) .AND. &
elemA%n1%n == elemB%n4%n .AND. &
elemA%n2%n == elemB%n3%n) THEN
elemA%e1 => elemB
elemB%e3 => elemA
END IF
!Check direction 2
IF (.NOT. ASSOCIATED(elemA%e2) .AND. &
elemA%n2%n == elemB%n1%n .AND. &
elemA%n3%n == elemB%n4%n) THEN
elemA%e2 => elemB
elemB%e4 => elemA
END IF
!Check direction 3
IF (.NOT. ASSOCIATED(elemA%e3) .AND. &
elemA%n3%n == elemB%n2%n .AND. &
elemA%n4%n == elemB%n1%n) THEN
elemA%e3 => elemB
elemB%e1 => elemA
END IF
!Check direction 4
IF (.NOT. ASSOCIATED(elemA%e4) .AND. &
elemA%n4%n == elemB%n3%n .AND. &
elemA%n1%n == elemB%n2%n) THEN
elemA%e4 => elemB
elemB%e2 => elemA
END IF
END SUBROUTINE connectedQuadQuad
SUBROUTINE connectedQuadTria(elemA, elemB)
IMPLICIT NONE
CLASS(meshVolCylQuad), INTENT(inout), TARGET:: elemA
CLASS(meshVolCylTria), INTENT(inout), TARGET:: elemB
!Check direction 1
IF (.NOT. ASSOCIATED(elemA%e1)) THEN
IF (elemA%n1%n == elemB%n1%n .AND. &
elemA%n2%n == elemB%n3%n) THEN
elemA%e1 => elemB
elemB%e3 => elemA
ELSEIF (elemA%n1%n == elemB%n3%n .AND. &
elemA%n2%n == elemB%n2%n) THEN
elemA%e1 => elemB
elemB%e2 => elemA
ELSEIF (elemA%n1%n == elemB%n2%n .AND. &
elemA%n2%n == elemB%n1%n) THEN
elemA%e1 => elemB
elemB%e1 => elemA
END IF
END IF
!Check direction 2
IF (.NOT. ASSOCIATED(elemA%e2)) THEN
IF (elemA%n2%n == elemB%n1%n .AND. &
elemA%n3%n == elemB%n3%n) THEN
elemA%e2 => elemB
elemB%e3 => elemA
ELSEIF (elemA%n2%n == elemB%n3%n .AND. &
elemA%n3%n == elemB%n2%n) THEN
elemA%e2 => elemB
elemB%e2 => elemA
ELSEIF (elemA%n2%n == elemB%n2%n .AND. &
elemA%n3%n == elemB%n1%n) THEN
elemA%e2 => elemB
elemB%e1 => elemA
END IF
END IF
!Check direction 3
IF (.NOT. ASSOCIATED(elemA%e3)) THEN
IF (elemA%n3%n == elemB%n1%n .AND. &
elemA%n4%n == elemB%n3%n) THEN
elemA%e3 => elemB
elemB%e3 => elemA
ELSEIF (elemA%n3%n == elemB%n3%n .AND. &
elemA%n4%n == elemB%n2%n) THEN
elemA%e3 => elemB
elemB%e2 => elemA
ELSEIF (elemA%n3%n == elemB%n2%n .AND. &
elemA%n4%n == elemB%n1%n) THEN
elemA%e3 => elemB
elemB%e1 => elemA
END IF
END IF
!Check direction 4
IF (.NOT. ASSOCIATED(elemA%e4)) THEN
IF (elemA%n4%n == elemB%n1%n .AND. &
elemA%n1%n == elemB%n3%n) THEN
elemA%e4 => elemB
elemB%e3 => elemA
ELSEIF (elemA%n4%n == elemB%n3%n .AND. &
elemA%n1%n == elemB%n2%n) THEN
elemA%e4 => elemB
elemB%e2 => elemA
ELSEIF (elemA%n4%n == elemB%n2%n .AND. &
elemA%n1%n == elemB%n1%n) THEN
elemA%e4 => elemB
elemB%e1 => elemA
END IF
END IF
END SUBROUTINE connectedQuadTria
SUBROUTINE connectedTriaTria(elemA, elemB)
IMPLICIT NONE
CLASS(meshVolCylTria), INTENT(inout), TARGET:: elemA
CLASS(meshVolCylTria), INTENT(inout), TARGET:: elemB
!Check direction 1
IF (.NOT. ASSOCIATED(elemA%e1)) THEN
IF (elemA%n1%n == elemB%n1%n .AND. &
elemA%n2%n == elemB%n3%n) THEN
elemA%e1 => elemB
elemB%e3 => elemA
ELSEIF (elemA%n1%n == elemB%n2%n .AND. &
elemA%n2%n == elemB%n1%n) THEN
elemA%e1 => elemB
elemB%e1 => elemA
ELSEIF (elemA%n1%n == elemB%n3%n .AND. &
elemA%n2%n == elemB%n2%n) THEN
elemA%e1 => elemB
elemB%e2 => elemA
END IF
END IF
!Check direction 2
IF (.NOT. ASSOCIATED(elemA%e2)) THEN
IF (elemA%n2%n == elemB%n1%n .AND. &
elemA%n3%n == elemB%n3%n) THEN
elemA%e2 => elemB
elemB%e3 => elemA
ELSEIF (elemA%n2%n == elemB%n2%n .AND. &
elemA%n3%n == elemB%n1%n) THEN
elemA%e2 => elemB
elemB%e1 => elemA
ELSEIF (elemA%n2%n == elemB%n3%n .AND. &
elemA%n3%n == elemB%n2%n) THEN
elemA%e2 => elemB
elemB%e2 => elemA
END IF
END IF
!Check direction 3
IF (.NOT. ASSOCIATED(elemA%e3)) THEN
IF (elemA%n3%n == elemB%n1%n .AND. &
elemA%n1%n == elemB%n3%n) THEN
elemA%e3 => elemB
elemB%e3 => elemA
ELSEIF (elemA%n3%n == elemB%n2%n .AND. &
elemA%n1%n == elemB%n1%n) THEN
elemA%e3 => elemB
elemB%e1 => elemA
ELSEIF (elemA%n3%n == elemB%n3%n .AND. &
elemA%n1%n == elemB%n2%n) THEN
elemA%e3 => elemB
elemB%e2 => elemA
END IF
END IF
END SUBROUTINE connectedTriaTria
SUBROUTINE connectedQuadEdge(elemA, elemB)
IMPLICIT NONE
CLASS(meshVolCylQuad), INTENT(inout), TARGET:: elemA
CLASS(meshEdgeCyl), INTENT(inout), TARGET:: elemB
!Check direction 1
IF (.NOT. ASSOCIATED(elemA%e1)) THEN
IF (elemA%n1%n == elemB%n1%n .AND. &
elemA%n2%n == elemB%n2%n) THEN
elemA%e1 => elemB
elemB%e2 => elemA
ELSEIF (elemA%n1%n == elemB%n2%n .AND. &
elemA%n2%n == elemB%n1%n) THEN
elemA%e1 => elemB
elemB%e1 => elemA
END IF
END IF
!Check direction 2
IF (.NOT. ASSOCIATED(elemA%e2)) THEN
IF (elemA%n2%n == elemB%n1%n .AND. &
elemA%n3%n == elemB%n2%n) THEN
elemA%e2 => elemB
elemB%e2 => elemA
ELSEIF (elemA%n2%n == elemB%n2%n .AND. &
elemA%n3%n == elemB%n1%n) THEN
elemA%e2 => elemB
elemB%e1 => elemA
END IF
END IF
!Check direction 3
IF (.NOT. ASSOCIATED(elemA%e3)) THEN
IF (elemA%n3%n == elemB%n1%n .AND. &
elemA%n4%n == elemB%n2%n) THEN
elemA%e3 => elemB
elemB%e2 => elemA
ELSEIF (elemA%n3%n == elemB%n2%n .AND. &
elemA%n4%n == elemB%n1%n) THEN
elemA%e3 => elemB
elemB%e1 => elemA
END IF
END IF
!Check direction 4
IF (.NOT. ASSOCIATED(elemA%e4)) THEN
IF (elemA%n4%n == elemB%n1%n .AND. &
elemA%n1%n == elemB%n2%n) THEN
elemA%e4 => elemB
elemB%e2 => elemA
ELSEIF (elemA%n4%n == elemB%n2%n .AND. &
elemA%n1%n == elemB%n1%n) THEN
elemA%e4 => elemB
elemB%e1 => elemA
END IF
END IF
END SUBROUTINE connectedQuadEdge
SUBROUTINE connectedTriaEdge(elemA, elemB)
IMPLICIT NONE
CLASS(meshVolCylTria), INTENT(inout), TARGET:: elemA
CLASS(meshEdgeCyl), INTENT(inout), TARGET:: elemB
!Check direction 1
IF (.NOT. ASSOCIATED(elemA%e1)) THEN
IF (elemA%n1%n == elemB%n1%n .AND. &
elemA%n2%n == elemB%n2%n) THEN
elemA%e1 => elemB
elemB%e2 => elemA
ELSEIF (elemA%n1%n == elemB%n2%n .AND. &
elemA%n2%n == elemB%n1%n) THEN
elemA%e1 => elemB
elemB%e1 => elemA
END IF
END IF
!Check direction 2
IF (.NOT. ASSOCIATED(elemA%e2)) THEN
IF (elemA%n2%n == elemB%n1%n .AND. &
elemA%n3%n == elemB%n2%n) THEN
elemA%e2 => elemB
elemB%e2 => elemA
ELSEIF (elemA%n2%n == elemB%n2%n .AND. &
elemA%n3%n == elemB%n1%n) THEN
elemA%e2 => elemB
elemB%e1 => elemA
END IF
END IF
!Check direction 3
IF (.NOT. ASSOCIATED(elemA%e3)) THEN
IF (elemA%n3%n == elemB%n1%n .AND. &
elemA%n1%n == elemB%n2%n) THEN
elemA%e3 => elemB
elemB%e2 => elemA
ELSEIF (elemA%n3%n == elemB%n2%n .AND. &
elemA%n1%n == elemB%n1%n) THEN
elemA%e3 => elemB
elemB%e1 => elemA
END IF
END IF
END SUBROUTINE connectedTriaEdge
SUBROUTINE constructGlobalK(K, elem)
IMPLICIT NONE
REAL(8), INTENT(inout):: K(1:,1:)
CLASS(meshVol), INTENT(in):: elem
REAL(8), ALLOCATABLE:: localK(:,:)
INTEGER:: nNodes, i, j
INTEGER, ALLOCATABLE:: n(:)
SELECT TYPE(elem)
TYPE IS(meshVolCylQuad)
nNodes = 4
ALLOCATE(localK(1:nNodes,1:nNodes))
localK = elem%elemK()
ALLOCATE(n(1:nNodes))
n = (/ elem%n1%n, elem%n2%n, &
elem%n3%n, elem%n4%n /)
TYPE IS(meshVolCylTria)
nNodes = 3
ALLOCATE(localK(1:nNodes,1:nNodes))
localK = elem%elemK()
ALLOCATE(n(1:nNodes))
n = (/ elem%n1%n, elem%n2%n, elem%n3%n /)
CLASS DEFAULT
nNodes = 0
ALLOCATE(localK(1:1, 1:1))
localK = 0.D0
ALLOCATE(n(1:1))
n = 0
END SELECT
DO i = 1, nNodes
DO j = 1, nNodes
K(n(i), n(j)) = K(n(i), n(j)) + localK(i, j)
END DO
END DO
END SUBROUTINE constructGlobalK
SUBROUTINE printOutputCyl(self, t)
USE moduleRefParam
USE moduleSpecies
USE moduleOutput
IMPLICIT NONE
CLASS(meshCylGeneric), INTENT(in):: self
INTEGER, INTENT(in):: t
INTEGER:: n, i
TYPE(outputFormat):: output(1:self%numNodes)
REAL(8):: time
CHARACTER(:), ALLOCATABLE:: fileName
CHARACTER (LEN=6):: tstring !TODO: Review to allow any number of iterations
time = DBLE(t)*tau*ti_ref
DO i = 1, nSpecies
WRITE(tstring, '(I6.6)') t
fileName='OUTPUT_' // tstring// '_' // species(i)%obj%name // '.msh'
WRITE(*, "(6X,A15,A)") "Creating file: ", fileName
OPEN (60, file = path // folder // '/' // fileName)
WRITE(60, "(A)") '$MeshFormat'
WRITE(60, "(A)") '2.2 0 8'
WRITE(60, "(A)") '$EndMeshFormat'
WRITE(60, "(A)") '$NodeData'
WRITE(60, "(A)") '1'
WRITE(60, "(A)") '"Density (m^-3)"'
WRITE(60, *) 1
WRITE(60, *) time
WRITE(60, *) 3
WRITE(60, *) t
WRITE(60, *) 1
WRITE(60, *) self%numNodes
DO n=1, self%numNodes
CALL calculateOutput(self%nodes(n)%obj%output(i), output(n), self%nodes(n)%obj%v, species(i)%obj)
WRITE(60, "(I6,ES20.6E3)") n, output(n)%density
END DO
WRITE(60, "(A)") '$EndNodeData'
WRITE(60, "(A)") '$NodeData'
WRITE(60, "(A)") '1'
WRITE(60, "(A)") '"Velocity (m/s)"'
WRITE(60, *) 1
WRITE(60, *) time
WRITE(60, *) 3
WRITE(60, *) t
WRITE(60, *) 3
WRITE(60, *) self%numNodes
DO n=1, self%numNodes
WRITE(60, "(I6,3(ES20.6E3))") n, output(n)%velocity
END DO
WRITE(60, "(A)") '$EndNodeData'
WRITE(60, "(A)") '$NodeData'
WRITE(60, "(A)") '1'
WRITE(60, "(A)") '"Pressure (Pa)"'
WRITE(60, *) 1
WRITE(60, *) time
WRITE(60, *) 3
WRITE(60, *) t
WRITE(60, *) 1
WRITE(60, *) self%numNodes
DO n=1, self%numNodes
WRITE(60, "(I6,3(ES20.6E3))") n, output(n)%pressure
END DO
WRITE(60, "(A)") '$EndNodeData'
WRITE(60, "(A)") '$NodeData'
WRITE(60, "(A)") '1'
WRITE(60, "(A)") '"Temperature (K)"'
WRITE(60, *) 1
WRITE(60, *) time
WRITE(60, *) 3
WRITE(60, *) t
WRITE(60, *) 1
WRITE(60, *) self%numNodes
DO n=1, self%numNodes
WRITE(60, "(I6,3(ES20.6E3))") n, output(n)%temperature
END DO
WRITE(60, "(A)") '$EndNodeData'
CLOSE (60)
END DO
END SUBROUTINE printOutputCyl
SUBROUTINE printCollisionsCyl(self, t)
USE moduleRefParam
USE moduleCaseParam
USE moduleOutput
IMPLICIT NONE
CLASS(meshCylGeneric), INTENT(in):: self
INTEGER, INTENT(in):: t
INTEGER:: n
REAL(8):: time
CHARACTER(:), ALLOCATABLE:: fileName
CHARACTER (LEN=6):: tstring !TODO: Review to allow any number of iterations
IF (collOutput) THEN
time = DBLE(t)*tau*ti_ref
WRITE(tstring, '(I6.6)') t
fileName='OUTPUT_' // tstring// '_Collisions.msh'
WRITE(*, "(6X,A15,A)") "Creating file: ", fileName
OPEN (60, file = path // folder // '/' // fileName)
WRITE(60, "(A)") '$MeshFormat'
WRITE(60, "(A)") '2.2 0 8'
WRITE(60, "(A)") '$EndMeshFormat'
WRITE(60, "(A)") '$ElementData'
WRITE(60, "(A)") '1'
WRITE(60, "(A)") '"Collisions"'
WRITE(60, *) 1
WRITE(60, *) time
WRITE(60, *) 3
WRITE(60, *) t
WRITE(60, *) 1
WRITE(60, *) self%numVols
DO n=1, self%numVols
WRITE(60, "(I6,I10)") n + self%numEdges, self%vols(n)%obj%nColl
END DO
WRITE(60, "(A)") '$EndElementData'
CLOSE(60)
END IF
END SUBROUTINE printCollisionsCyl
SUBROUTINE printEMCyl(self, t)
USE moduleRefParam
USE moduleCaseParam
USE moduleOutput
IMPLICIT NONE
CLASS(meshCylGeneric), INTENT(in):: self
INTEGER, INTENT(in):: t
INTEGER:: n, e
REAL(8):: time
CHARACTER(:), ALLOCATABLE:: fileName
CHARACTER (LEN=6):: tstring !TODO: Review to allow any number of iterations
REAL(8):: xi(1:3)
IF (emOutput) THEN
time = DBLE(t)*tau*ti_ref
WRITE(tstring, '(I6.6)') t
fileName='OUTPUT_' // tstring// '_EMField.msh'
WRITE(*, "(6X,A15,A)") "Creating file: ", fileName
OPEN (20, file = path // folder // '/' // fileName)
WRITE(20, "(A)") '$MeshFormat'
WRITE(20, "(A)") '2.2 0 8'
WRITE(20, "(A)") '$EndMeshFormat'
WRITE(20, "(A)") '$NodeData'
WRITE(20, "(A)") '1'
WRITE(20, "(A)") '"Potential (V)"'
WRITE(20, *) 1
WRITE(20, *) time
WRITE(20, *) 3
WRITE(20, *) t
WRITE(20, *) 1
WRITE(20, *) self%numNodes
DO n=1, self%numNodes
WRITE(20, *) n, self%nodes(n)%obj%emData%phi*Volt_ref
END DO
WRITE(20, "(A)") '$EndNodeData'
WRITE(20, "(A)") '$ElementData'
WRITE(20, "(A)") '1'
WRITE(20, "(A)") '"Electric Field (V/m)"'
WRITE(20, *) 1
WRITE(20, *) time
WRITE(20, *) 3
WRITE(20, *) t
WRITE(20, *) 3
WRITE(20, *) self%numVols
DO e=1, self%numVols
SELECT TYPE(elem=>self%vols(e)%obj)
TYPE IS(meshVolCylQuad)
xi = (/ 0.D0, 0.D0, 0.D0 /)
TYPE IS(meshVolCylTria)
xi = (/ 1.D0/3.D0, 1.D0/3.D0, 0.D0 /)
END SELECT
WRITE(20, *) e+self%numEdges, self%vols(e)%obj%gatherEF(xi)*EF_ref
END DO
WRITE(20, "(A)") '$EndElementData'
CLOSE(20)
END IF
END SUBROUTINE printEMCyl
END MODULE moduleMeshCylRead