Hardening Concrete Exposed to Realistic Curing Temperature Regimes and Restraint Conditions: Advanced Testing and Design Methodology

Table 3

Deduced material model parameters.

	A	B	t0	s	nt	nE	fc28 (MPa)	ft28 (MPa)	E28 (GPa)	ETSTM (GPa)	CTE	ϕ0	d
ANL ref.	31500	300	8.8	0.200	0.484	0.348	80.3	3.9	32.5	32.8	9.0	0.75	0.20	0.21
ANL FA17	31500	200	9.5	0.275	0.589	0.299	71.2	3.6	30.6	31.5	9.1	0.67	0.32	0.28
ANL FA33	37000	0	12.0	0.356	0.486	0.252	53.6	3.1	27.8	30.5	9.2	0.49	0.22	0.33
ANL FA45	42000	0	13.0	0.424	0.665	0.189	45.3	3.0	24.9	29.5	9.4	0.30	0.24	0.35