rkftco
C RKFTCO SOURCE CB215821 16/04/21 21:18:20 8920 c Reduction of tension strength in siliceous concrete c according to 3.2.2.2 (3) of prEN1992-1-2 IMPLICIT REAL*8 (A-B,D-H,O-Z) implicit integer (I-K,M,N) implicit logical (L) implicit character*10 (C) i1 = 1 r1 = 1.0d0 r0 = 0.0d0 precision = 1.0d-3 if (tmax.le.100.d0) then ft = 1.0d0 else if (tmax.le.600.d0) then ft = 1.00d0-(tmax-100.d0)/500.d0 else ft = 0.0d0 endif c Attention to the cases where T<20 C et Tmax=20 C if ( (t.lt.tmax) .and. (ABS(tmax-20).ge.precision) ) then c Cooling down c calculate ft(20øc) = rmul * ft(tmax) if (tmax.lt.300.) then rmul = r1-0.1*(tmax-20.)/280. else rmul = 0.9 endif ft20 = rmul*ft c calculate fc(t) = interpolation between fc(20) and fc(tmax) ft = ft20+(ft-ft20)*(t-20.)/(tmax-20) endif rkftco = ft return end
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