Numerical Investigation on Shear Performance of Reinforced Concrete Beam by Using Ferrocement Composite

Table 6

Summary of FE simulation result.

Specimen	Pult(KN)	Δ(mm)	Vu (Mpa)	Stiffness (KN/mm)	Pult/Pult.ref (%)	Δult/Δult.ref (%)	Vu/Vu.ref (%)	Stiffness/Stiff.ref (%)
CB0	96.67	9.74	9.01	9.92	100.00	100.00	100.00	100.00
BФ1S1L1	92.73	9.27	8.25	10	95.92	95.17	91.56	100.81
BФ2S1L1	115.81	9.99	11.25	11.6	119.80	102.57	124.86	116.94
BФ3S1L1	134.94	10.46	13.92	13	139.59	107.39	154.50	131.05
BФ3S1L2	146.11	10.76	15.42	13.58	151.14	110.47	171.14	136.90
BФ3S1L3	153.57	10.57	16.81	14.55	158.86	108.52	186.57	146.67
BФ1S2L1	83.6	10.1	7.56	9.58	86.48	103.70	83.91	96.57
BФ2S2L1	101.3	10.38	9.56	10.05	104.79	106.57	106.10	101.31
BФ3S2L1	122.46	10.74	11.12	10.97	126.68	110.27	123.42	110.58
BФ1S2L2	133.8	10.1	13.53	13.23	138.41	103.70	150.17	133.37
BФ1S2L3	145.2	10.8	15.53	13.44	150.20	110.88	172.36	135.48
BФ1S2L4	146.98	10.2	15.74	14.41	152.04	104.72	174.69	145.26
BФ2S3L1	90.29	8.5	8.83	9.77	93.40	87.27	98.00	98.50
BФ3S3L2	141.15	9.37	14.06	15.06	146.01	96.20	156.05	151.81
BФ2S1L1-1	115.51	9.93	11.16	11.49	119.49	101.95	123.86	115.83