id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
ap-1452	Safan, M. A.	Performance of Beams Made of Low-cost Self-compacting Concrete in an Aggressive Environment	2011	11	.pdf	application/pdf	6393	299	62	Ductility index and ultimate loads recorded for test beams control beams beams in a corrosive environment beam ultimate load, deflection, mm ductility beam ultimate load, deflection, mm ductility kN Δy b Δu b index kN Δy b Δu b index B1 59.6 (1.00)a 2.66 18.58 7.0 B1C 55.0 (0.92) 3.59 10.38 2.9 B2 53.1 (0.89) 3.14 9.98 3.2 B2C 50.4 (0.85) 3.21 7.12 2.2 B3 52.0 (0.87) 3.17 7.17 2.3 B3C 48.7 (0.82) 3.55 7.05 2.0 B4 54.8 (0.92) 3.00 13.8 4.6 B4C 52.3 (0.89) 2.88 9.70 3.4 B5 52.2 (0.88) 2.95 15.00 5.1 B5C 49.1 (0.82) 3.03 8.96 3.0 B6 53.0 (0.89) 2.75 17.00 6.2 B6C 51.7 (0.87) 3.94 8.54 2.2 B7 50.8 (0.85) 2.77 15.05 5.4 B7C 49.3 (0.83) 3.86 8.9 2.3 a ( ) : ultimate load as a fraction of the ultimate load of the control beam (B1) b Δy,Δu: mid-span deflection at yield and ultimate load, respectively (a) beams in Corrosive environment (b) control beams Fig. 7: 3 Experimental study The experimental work included the manufacture of two sets of test beams.	cache/ap-1452.pdf	txt/ap-1452.txt