Structural Performance of Ferrocement Beams Incorporating Longitudinal Hole Filled with Lightweight Concrete

International Journal of Concrete Structures and Materials

Table 10 Input data set required for predictive model

Source	Specimen ID	Specimen type	Pue (kN)	Mue (kN.m)	f_cus (MPa)	µ_t (%)	ψ_h (%)	f_cuh (MPa)	V_m (%)
(Fahmy et al., 2014)	B2	Beam	40.98	18.44	35.5	1.13	25	2.5	1.03
	B4		46.19	20.79	35.5	1.13	25	2.5	0.64
	G2		37.19	16.74	35.5	1.13	25	5	1.03
	F1		40.95	18.43	35.5	1.13	25	24	0.52
	F2		38.75	17.44	35.5	1.13	25	24	1.03
	F4		39.87	17.94	35.5	1.13	25	24	0.64
(Shaheen et al., 2020a)	E1	Slab	38	22.78	35	0.26	13.08	0	0.34
	W2		38	22.78	35	0.26	13.08	0	0.23
	W3		42	25.17	35	0.26	13.08	0	0.34
(Abdullah & Abdull, 2022)	SBWS1	Beam	46.6	27.93	47	0.45	0	0	0.22
	SBWS2		50.5	30.27	47	0.45	0	0	0.43
	SBWS3		55.9	33.51	47	0.45	0	0	0.65
	BWS1		44.9	26.91	47	0.45	18.52	2	0.22
	BWS2		49.5	29.67	47	0.45	18.52	2	0.43
Current study	B1	Beam	80.44	38.21	36	1.13	9.8125	0	0.36
	B2		85.3	40.52	36	1.13	9.8125	11	0.36
	B3		81.9	38.90	36	1.13	9.8125	5	0.36
	C1		74.18	35.24	36	1.13	9.8125	0	0.36
	C2		79.37	37.70	36	1.13	9.8125	11	0.36
	C3		75.32	35.78	36	1.13	9.8125	5	0.36
	C4		84.5	40.14	36	1.13	10	11	0.36
	D1		56.2	26.70	36	1.13	19.625	0	0.36
	D2		65	30.88	36	1.13	19.625	11	0.36
	D3		60	28.50	36	1.13	19.625	5	0.36