Experimental Study on the Seismic Behaviour of Reinforced Concrete Bridge Piers Strengthened by BFRP Sheets

Table 5

Test result of specimens.

Specimen	Yield		Peak		Ultimate		Ductility parameter μ
	Fy (kN)	θy (%)	Fp (kN)	θp (%)	Fu (kN)	θu (%)
NU-1	26.71	1.08	32.72	2.18	27.78	3.74	3.47
NU-2	32.14	1.09	37.01	2.75	31.52	4.79	4.38
LU-2	27.01	1.03	32.13	2.85	27.31	4.36	4.26
NC-1	24.49	0.84	29.48	1.53	25.12	3.49	4.16
NC-2	28.92	0.99	35.14	2.81	29.82	4.79	4.87