Concrete Creep Shrinkage: fib_MC2010#shrinkage_strain#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) | model | notes | parameter type | relative humidity pct (percent) | shrinkage strain microstrain (microstrain) | volume to surface ratio in (inch) |
|---|---|---|---|---|---|---|---|---|---|
| fib_MC2010#shrinkage_strain#40pct#3000psi#I | 1in#na | I | 3,000 | fib_MC2010 | V/S=1 in (h0=50.8 mm); thin slab: more drying; beta_ds=(t/(t+0.035*h0^2))^0.5 | shrinkage_strain | 40 | 520 | 1 |
| fib_MC2010#shrinkage_strain#40pct#3000psi#I | 2in#na | I | 3,000 | fib_MC2010 | V/S=2 in (h0=101.6 mm); reference case | shrinkage_strain | 40 | 450 | 2 |
| fib_MC2010#shrinkage_strain#40pct#3000psi#I | 3in#na | I | 3,000 | fib_MC2010 | Total shrinkage = drying (eps_cds) + autogenous (eps_cas); at t=infinity; RH=40%; fc_mean=28 MPa | shrinkage_strain | 40 | 450 | 3 |
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