Concrete Creep Shrinkage: fib_MC2010#creep_coefficient#40pct#3000psi#I
Concrete creep and shrinkage parameters per ACI 209R-92 and fib Model Code 2010 — creep coefficients and shrinkage strains at varying humidity, V/S ratio, loading age, concrete strength, and cement type
| model param rh | vs loading key | cement type | concrete strength psi (psi) | creep coefficient phi (dimensionless) | loading age days (day) | model | notes | parameter type | relative humidity pct (percent) | time after loading days (day) | volume to surface ratio in (inch) |
|---|---|---|---|---|---|---|---|---|---|---|---|
| fib_MC2010#creep_coefficient#40pct#3000psi#I | 1in#28d#365t | I | 3,000 | 3.02 | 28 | fib_MC2010 | V/S=1 in (h0=50.8 mm); smaller members have higher drying creep component; beta_ds effect | creep_coefficient | 40 | 365 | 1 |
| fib_MC2010#creep_coefficient#40pct#3000psi#I | 2in#28d#365t | I | 3,000 | 2.65 | 28 | fib_MC2010 | V/S=2 in (h0=101.6 mm); reference case | creep_coefficient | 40 | 365 | 2 |
| fib_MC2010#creep_coefficient#40pct#3000psi#I | 3in#28d#365t | I | 3,000 | 2.65 | 28 | fib_MC2010 | fib MC2010 basic+drying creep; notional size h0=2Ac/u; phi_bc + phi_dc; phi28 reference; fc_mean=28 MPa (4061 psi) | creep_coefficient | 40 | 365 | 3 |
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ACI_209#creep_coefficient#40pct#3000psi#I3 rowsACI_209#creep_coefficient#60pct#3000psi#I3 rowsACI_209#creep_coefficient#80pct#3000psi#I2 rowsACI_209#shrinkage_strain#40pct#3000psi#I3 rowsACI_209#shrinkage_strain#60pct#3000psi#I2 rowsACI_209#shrinkage_strain#80pct#3000psi#I2 rowsfib_MC2010#creep_coefficient#60pct#3000psi#I3 rowsfib_MC2010#creep_coefficient#80pct#3000psi#I2 rowsfib_MC2010#shrinkage_strain#40pct#3000psi#I3 rows