Flexural Strengthening and Rehabilitation of Reinforced Concrete Beam Using BFRP Composites: Finite Element Approach

Table 7

Load stages, crack moment, resisting moment, and ultimate moment.

Model mark	P ultimate [11] (kN)	P applied ANSYS (kN)	P yield ANSYS (kN)	Crack moment (kN·m)	Resisting moment (kN·m)	Ultimate moment (kN·m)
B1	247	247	165	43.21	90.24	123.50
B2	397	397	265	43.21	177.29	195.00
B3	313	313	215	43.33	114.71	156.50
B4	397	397	318	43.33	201.45	243.50
B5	380	380	375	43.46	157.32	175.00
B6	435	435	425	43.46	239.79	200.00
B7	362	362	251	43.23	143.54	181.00
B8	452	452	321	45.82	204.87	226.00