* HTC_WWW PROCEDUR AM 11/09/13 21:15:04 7126 *----------------------------------------------------------------------- *23456789012345678901234567890123456789012345678901234567890123456789012 *----------------------------------------------------------------------- *------------------------------------------------- * HTC_WWW Specific water content of concrete * Sorption isotherms (after BAZANT and THONGUTHAI) * Date: 16-03-98 *-------------------------------------------------- *-------------------------------------------------- * FLG1 = TAV1.'FLG1'; EPS1 = TAV1.'EPSILON'; *Temperature °C TREF=25.; *Pressure Mpa PREF=0.10135; * Water specific volume [mc/kg] at 25 C and atmospheric pressure SV0=0.0010029; * Water density [kg/mc] at 25 C and atmospheric pressure RHOW0=1./SV0; * Concrete properties *Kg/mc W1=TAV1. 'W1'; CC=TAV1. 'C'; * Porosity at 25 °C N0=W1*SV0; * Coefficient of linear thermal dilatation[ /°C] ALFA=TAV1.'ALFA'; * Bulk modulus EBM =TAV1.'EBM'; * * CCC=P01 'MASQUE' 'EGINFE' EPS1; 'MESS' 'LOW OR NEGATIVE PRESSURE'; * MAGLIA = 'EXTR' MODL1 'MAIL'; * titr 'P01' ISTANT ITER ; * trac MAGLIA p01; P0=(EPS1*CCC)+(P01*(1.-CCC)); 'SINON'; P0=P01; 'FINSI'; 'DETR' CCC; * HR=P0/PSAT; RESO1 = HR 'MASQUE' 'EGINFE' 0.93 ; RESO2 = HR 'MASQUE' 'EGSUPE' 1.06 ; RESO31 = 1. - ( RESO1 + RESO2 ); RESO3 = RESO31 'MASQUE' 'EGSUPE' 0.1 ; * WN=0.;WS=0.;WT=0.; * * Water content Wn at HR .9) 'OU' (H9415 > .9)); TP = (( T0 + 10.) / ( TREF + 10.))**2.; MT = 1.04 - ( TP / ( 22.34 + TP )); 'FINSI'; * 'SI'(H94 > .9); EWC = 'LOG' ((W1/CC) * HR ); WN1 = CC*('EXP'(EWC/MT)); WN = RESO1 * WN1; 'FINSI'; * * Water content Ws at HR >eg 1.06 * 'SI'((H15 > .9) 'OU' (H9415 > .9)); * N = N0; * N = N0 + A (T0 -TREF); N =(N0 + ( WD / RHOW0)); ALFT1 = 3. * ALFA * (T0-TREF); 'FINSI'; 'SI'( H15 > .9); PH = 1. + ( 0.12 * ( HR - 1.04 )); NA = N * PH ; P0MR = P0-PREF; RESO4= P0MR 'MASQUE' 'EGSUPE' 0.; WS1 = (1. + (((RESO4 * NA * P0MR / BM) + ALFT1))) * NA * RHOW; WS = RESO2 * WS1; 'FINSI'; *----------------------------------------------- * Water content Wt for 0.93 < HR > 1.06 * Transition range by bezier spline interpolation *----------------------------------------------- * * Water content for H = 0.93 by first correlation * 'SI'(H9415 > .9); EWC93 = 'LOG' (W1 * 0.93 / CC) ; WN931 = CC*('EXP'(EWC93*(MT**-1.))) ; WN93 = RESO3 * WN931; * * Water content for H = 1 by first correlation * EWC100= 'LOG' (W1 * 1.0 / CC) ; WN1001 = CC*('EXP'(EWC100*(MT**-1.))) ; WN100 = RESO3 * WN1001; * * Water content for H = 1 by second correlation * P1 = 1.0 * PSAT; P1MR = P1-PREF ; RESO5 = P1MR 'MASQUE' 'EGSUPE' 0.; WS1001 = (1. + (((RESO5 * N * P1MR / BM) + ALFT1)))*N*RHOW1; WS100 = RESO3 * WS1001; * * Water content for H = 1.06 by second correlation * P16 = 1.06 * PSAT; P16MR = P16-PREF ; RESO5 = P16MR 'MASQUE' 'EGSUPE' 0.; WS161 = (1. + (((RESO5 * N * P16MR / BM) + ALFT1)))*N*RHOW16; WS16 = RESO3 * WS161; *----------------------------------------------- * EQUAZIONI DELL' INTERP. DI BEZIER CON 4 PUNTI *----------------------------------------------- 'SI' ('NON'('EXIST' TAV1 'HINT')); * * * EQUAZIONE GENERALE PER L'ASCISSA H : * h(t)=(h4 - 3h3 + 3h2 - h1)t**3 + (3h3 - 6h2 + 3h1)t**2 * + (3h2 - 3h1)t + h1 * HU = (0.13*(U**3)) - (0.21*(U**2)) + (0.21*U) + 0.93 ; 'FIN' CIC1; 'FINSI'; * WT1 = U*(U*(U*(WS16-(3*WS100)+(3*WN100)-WN93)+ ((3*WS100)-(6*WN100)+(3*WN93)))+ ((3*WN100)-(3*WN93)))+WN93; WT = RESO3 * WT1 ; 'FINSI'; * * Water content WW * WW =WN+WS+WT; * 'FINPROC' WW HR;
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