barsta
C BARSTA SOURCE PV 18/06/20 21:15:04 9860 C IMPLICIT INTEGER(I-N) IMPLICIT REAL*8(A-H,O-Z) DIMENSION XMAT(*),VAR0(18),VARF(18) C---------------------------------------------------------------------- C Didier COMBESCURE C C DRIVER MODELE D'ANCRAGE POUR LES ELEMENTS DE BARRE C AVEC LA LOI ACIER_UNI ET ELIGEHAUSEN C D'APRES BARSTE et FIBSTE C C---------------------------------------------------------------------- C C XMAT( 1) YOUNG C XMAT( 2) NU C XMAT( 3) RHO C XMAT( 4) ALPHA C XMAT( 5) MAX. ELAST. STRESS C XMAT( 6) ULTIMATE STRESS C XMAT( 7) HARDENING STRAIN C XMAT( 8) ULTIMATE STRAIN C XMAT( 9) Ro FACTOR C XMAT(10) b FACTOR C XMAT(11) a1 FACTOR C XMAT(12) a2 FACTOR C XMAT(13) FACTOR L/D C XMAT(14) a6 FACTOR C XMAT(15) c FACTOR C XMAT(16) a FACTOR C XMAT(17) KS C XMAT(18) S1T C XMAT(19) S2T C XMAT(20) S3T C XMAT(21) T1T C XMAT(22) T3T C XMAT(23) ALFA C XMAT(24) LANC C C SIG0 AND SIGF STRESS C DEPST,DEFP C C VAR0( 1) VARF( 1) FLAG C VAR0( 2) VARF( 2) EPSO C VAR0( 3) VARF( 3) R FACTOR C VAR0( 4) VARF( 4) TANGENT MODULUS C VAR0( 5) VARF( 5) LAST REV. STRAIN C VAR0( 6) VARF( 6) INTERSEPTION POINT C VAR0( 7) VARF( 7) MAX. REV. POST. STRAIN C VAR0( 8) VARF( 8) MIN. REV. POST. STRAIN C VAR0( 9) VARF( 9) LAST REV. STRESS C VAR0(10) VARF(10) INTERSEPTION POINT C VAR0(11) VARF(11) MAX. REV. POST. STRESS C VAR0(12) VARF(12) MIN. REV. POST. STRESS C VAR0(13) VARF(13) EPPP C VAR0(14) VARF(14) EPPM C VAR0(15) VARF(15) EPSOA C VAR0(16) VARF(16) KSTAN C VAR0(17) VARF(17) NITER C VAR0(18) VARF(18) XLAMBDA C C---------------------------------------------------------------------- * C XSECT = XCAR XSIG0 = SIG0/XSECT C C C C SIGF = XSECT*XSIGF C C RETURN END
© Cast3M 2003 - Tous droits réservés.
Mentions légales