Ductile–Brittle Transition Temperature of Epoxy Asphalt Concrete of Steel Bridge Deck Pavement Based on Impact Toughness

Table 8

Bending test results for small beams at the ductile–brittle transition temperature.

Specimen no	Maximum load at the damage (N)	Max. deflection at the damage (mm)	Extreme tensile strain (10^−6)	Modulus of bending stiffness (MPa)
1	2844.70	0.68	3640.22	6349.00
2	2839.90	0.72	3857.16	6149.71
3	2887.00	0.48	2526.82	9630.96
4	2857.80	0.64	3375.56	7151.76
Average			3350	7320.36