Advances in Bridge Engineering

Table 4 Absorbed Energy and Ductility Index

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

Deck ID	∆_max mm	P_max KN	%P_increase KN	E_tot KN.mm	E_75%Pmax KN.mm	%E_tot Increasing	μ_E	% μ_{E Increasing}
RC1	6.2	226.0	12.3	141.6	47.3	99.8	2.99	191.2
RC2	6.7	228.0		169.8	52.2		1.34
SFRC1	7.2	258.0		254.9	47.7		5.34
SFRC2	7.6	252.0		367.4	50.3		7.30

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