time of loading (To) Time of observation T-To14 14 014 20 614 28 1414 40 2614 80 6614 120 10614 200 18614 250 23614 300 28614 400 38614 450 436

drying time (Td) To-Td RH Volume to surface ratio (V/S)10 4 0.55 21.4210 4 0.55 21.4210 4 0.55 21.4210 4 0.55 21.4210 4 0.55 21.4210 4 0.55 21.4210 4 0.55 21.4210 4 0.55 21.4210 4 0.55 21.4210 4 0.55 21.4210 4 0.55 21.42

17.9MPa concretex y z A OTD creep coefficient

0 0 1.678713 0 0.695096 00.217897 0.480384 1.678713 0.313476 0.695096 0.43854340610.272371 0.57735 1.678713 0.450254 0.695096 0.6346921380.319087 0.627646 1.678713 0.566355 0.695096 0.80007039740.401324 0.67235 1.678713 0.738372 0.695096 1.04913998430.448863 0.684855 1.678713 0.811263 0.695096 1.16031299040.510299 0.694165 1.678713 0.878407 0.695096 1.27120901940.537919 0.696848 1.678713 0.900464 0.695096 1.3112764310.560888 0.698609 1.678713 0.915733 0.695096 1.34090607550.597899 0.700781 1.678713 0.935504 0.695096 1.38285147410.613327 0.701498 1.678713 0.942273 0.695096 1.3985707211

Ec (28days) specific creep Ec(To) 1/Ec(To) J(T,To)22620 0 22080 4.52899E-005 4.52899E-00522620 1.93874E-005 22080 4.52899E-005 6.46773E-00522620 2.80589E-005 22080 4.52899E-005 7.33487E-00522620 0.00003537 22080 4.52899E-005 8.06599E-00522620 4.63811E-005 22080 4.52899E-005 9.16709E-00522620 5.12959E-005 22080 4.52899E-005 9.65857E-00522620 5.61985E-005 22080 4.52899E-005 0.000101488322620 5.79698E-005 22080 4.52899E-005 0.000103259622620 5.92797E-005 22080 4.52899E-005 0.000104569522620 0.000061134 22080 4.52899E-005 0.000106423922620 6.18289E-005 22080 4.52899E-005 0.0001071188

Elastic +creep strain Elastic strain creep strain0.9999968 0.0002264493 0.99977035

1.4280696303 0.0002264493 1.427843181.6195351538 0.0002264493 1.61930871.7809648745 0.0002264493 1.780738432.0240877251 0.0002264493 2.023861282.1326063864 0.0002264493 2.132379942.2408546837 0.0002264493 2.240628232.2799654537 0.0002264493 2.2797392.3088876667 0.0002264493 2.308661222.3498315852 0.0002264493 2.349605142.3651755226 0.0002264493 2.36494907

Sheet1