7. E modeling

7.1. Behavioral law and material parameters

The law of behavior tested is” ENDO_ISOT_BETON “, it is documented in doc R7.01.04. This law is used to describe damage to concrete, distinguishing tension from compression, and taking into account the reclosing of cracks.

Values of the parameters used

Settings	\(T\mathrm{=}0°C\)	\(T=500°C\)
\(E(T)\)	\(\mathrm{30000.MPa}\)	\(20000.\mathrm{MPa}\)
\(\nu (T)\)	\(0.02\)	\(0.02\)
\(\alpha (T)\)	\(1.\mathrm{\times }{10}^{\mathrm{-}5}{K}^{\mathrm{-}1}\)	\(2.\mathrm{\times }{10}^{\mathrm{-}5}{K}^{\mathrm{-}1}\)
SYT	\(3\mathrm{MPa}\)	\(3\mathrm{MPa}\)
SYC	\(200\mathrm{MPa}\)	\(200\mathrm{MPa}\)
D_ SIGM_EPSI	\(-6000\mathrm{MPa}\)	\(-6000\mathrm{MPa}\)

7.2. Results

Result at order number \(i\)	Name of the tested parameter	Name of the tested parameter	Reference type	Tolerance
RESU_19	VMIS (MPa)	AUTRE_ASTER	1.92E+08	0.10%
RESU_19	TRACE (MPa)	AUTRE_ASTER	-1.92E+08	0.10%