Performance comparison of steel fiber reinforced concrete and conventional reinforced concrete cast-in-place half-scale concrete bridge decks under bending

Advances in Bridge Engineering

Table 5 Stress–Strain values

Deck ID	Stress _max MPa	%Stress _increase MPa	Strain _max mm/mm	Area _{under the curve} Area Unit	%Area _increase
RC1	27.5	11.8	0.0039	17.6	27
RC2	28.5		0.0039	17.7
SFRC1	31.5		0.0048	22.6
SFRC2	31.1		0.0048	22.3