Strengths and Failure Characteristics of Self-Compacting Concrete Containing Recycled Waste Glass Aggregate

Table 4

Fracture properties of PW concrete at 28 days.

Mix series	Mix code	(N)	Final disp. at mid-span () (mm)	Fracture energy (N/m)	Characteristic length (mm)
CTR	FWG0CWG0	3244	1.43	160.18	156.82
Series I	FWG20CWG0	2985	1.50	155.67	172.68
	FWG40CWG0	2836	1.50	142.85	181.91
	FWG60CWG0	2591	1.50	135.12	186.72
	FWG80CWG0	2256	1.50	129.82	188.46
	FWG100CWG0	1729	1.11	116.06	197.6
Series II	FWG0RCG20	2863	1.50	145.69	173.35
	FWG0CWG40	2780	1.50	133.68	178.69
	FWG0CWG60	2473	1.50	128.9	186.01
	FWG0CWG80	1945	1.21	100.52	193.09
	FWG0CWG100	1563	1.14	85.12	202.66
Series III	FWG20CWG20	2871	1.39	132.27	180.3
	FWG40CWG40	2563	1.50	128.37	187.4
	FWG60CWG60	2540	1.11	117.55	199.17
	FWG80CWG80	1862	1.15	95.84	203.53
	FWG100CWG100	1646	0.77	79.26	210.71