Element types used in the model: BEAM44

Needed CivilFEM Modules:
Geotechnical Module
Bridges and Civil Non Linearities Module
Advanced Prestressed Concrete Module

  FINISH
  ~CFCLEAR,,1
  ~CFACTIV,NLBR,Y
  ~CFACTIV,PRSC,Y
  NomFile='CFVR5224'
  /TITLE, %NomFile%, Time-dependent losses. Uncoupled calculation type (ACI)

! -------------------------------------------------------------------------------------
! Initial data
! -------------------------------------------------------------------------------------
! Parameters
  DEPTH = 1.0
  WIDTH = 0.8
  L = 16
! Setup
  ~CODESEL,EC3-92,EC2-91,ACI,,EC8-94
  ~UNITS,SI

  /PREP7
! Materials
  ~CFMP,1,LIB,CONCRETE,EC2,C40/50
  ~CFMP,2,LIB,REINF,EC2,S500
  ~CFMP,3,LIB,PREST,EHE,Y1960S3

! Model definition
  DEPTH = 1.0
  WIDTH = 0.8
  ~CSECDMS,1,REC,1,DEPTH,WIDTH
  ~BMSHPRO,1,BEAM,1,1,,,4,1,0,,Beam 1
  ET,1,BEAM4
! Nodes
  N, 1,0,0
  N,11,L,0
  FILL
! Elements
  TYPE,1
  REAL,1
  MAT,1
  E,1,2
  EGEN,10,1,-1
! Capture support beam.
  ~SBBMDEF,1
! Elevation points
  ~PCEPDEF,1,1,0,0
  ~PCEPDEF,2,11,0,0
! Plan points
  ~PCPPDEF,1,1,0,0
  ~PCPPDEF,2,11,0,0
! Tendons
  ~PCTNDEF,1,3,1e-002,0.15
  ~PCTNMDF,1,EADD,1.
  ~PCTNMDF,1,EADD,2.
  ~PCTNMDF,1,PADD,1.
  ~PCTNMDF,1,PADD,2.
! Stress losses calculation
  ~PCTNMDF,1,METHOD,1
  ~PCLOSS,100000,0,,0
  ~CFGET,LOSS1,PRSCONC,,TENDON,LOSS,,1,11,6

  ~CFMP,3,ACI_PRES,RLCF1   ,,30
  ~PCLOSS,500000,0,,0
  ~CFGET,LOSS2,PRSCONC,,TENDON,LOSS,,1,11,6

  ~CFMP,3,ACI_PRES,RLCF1   ,,45
  ~CFMP,3,ACI_PRES,RLCF2   ,,1.1
  ~PCLOSS,100000,0,,0
  ~CFGET,LOSS3,PRSCONC,,TENDON,LOSS,,1,11,6

!--------------------------------------------------------------------------------------
! DATA CHECK
!--------------------------------------------------------------------------------------
! Data comparison number
  NComp    = 11
  NComp_ch = 0

! Marix dim.
  *DIM,LABEL,CHAR,Ncomp,1
  *DIM,LABEL_CH,CHAR,Ncomp_ch,1
  *DIM,VALUE,,Ncomp,3
  *DIM,VALUE_CH,CHAR,Ncomp_ch,3
  *DIM,TOLER,,Ncomp,2

! Labels
!--------------------------------------------------------------------------------------
  LABEL( 1)  = 'C01_SHR'
  LABEL( 2)  = 'C01_CRE'
  LABEL( 3)  = 'C01_RLX'
  LABEL( 4)  = 'C06_SHR'
  LABEL( 5)  = 'C06_CRE'
  LABEL( 6)  = 'C06_RLX'
  LABEL( 7)  = 'C11_SHR'
  LABEL( 8)  = 'C11_CRE'
  LABEL( 9)  = 'C11_RLX1'
  LABEL(10)  = 'C11_RLX2'
  LABEL(11)  = 'C11_RLX3'

! Correct data, obtained data
!--------------------------------------------------------------------------------------
  VALUE( 1,1) =  7.600E7       $  ~CFGET,value( 1,2),PRSCONC,,TENDON,LOSS,,1, 1,4
  VALUE( 2,1) =  5.503E7       $  ~CFGET,value( 2,2),PRSCONC,,TENDON,LOSS,,1, 1,5
  VALUE( 3,1) =  0.20E07       $  ~CFGET,value( 3,2),PRSCONC,,TENDON,LOSS,,1, 1,6
  VALUE( 4,1) =  7.600E7       $  ~CFGET,value( 4,2),PRSCONC,,TENDON,LOSS,,1, 6,4
  VALUE( 5,1) =  5.503E7       $  ~CFGET,value( 5,2),PRSCONC,,TENDON,LOSS,,1, 6,5
  VALUE( 6,1) =  0.10657586E8  $  ~CFGET,value( 6,2),PRSCONC,,TENDON,LOSS,,1, 6,6
  VALUE( 7,1) =  7.600E7       $  ~CFGET,value( 7,2),PRSCONC,,TENDON,LOSS,,1,11,4
  VALUE( 8,1) =  5.503E7       $  ~CFGET,value( 8,2),PRSCONC,,TENDON,LOSS,,1,11,5
  VALUE( 9,1) =  30531863.12   $  VALUE( 9,2) =  LOSS1
  VALUE(10,1) =  51329124.63   $  VALUE(10,2) =  LOSS2
  VALUE(11,1) =  20092090.82   $  VALUE(11,2) =  LOSS3

! Warning and error tolerances
  *DO,II,1,NComp
    TOLER(II,1)  = 1E6
    TOLER(II,2)  = 1E6
  *ENDDO

!--------------------------------------------------------------------------------------
! Result comparison
!--------------------------------------------------------------------------------------
  COMPARA.MAC