Strut Deformation in CFRP-Strengthened Reinforced Concrete Deep Beams

Table 3

Difference of transverse tensile strains of the unstrengthened and CFRP-strengthened RC struts.

	Load (kN)
		100	200	300	400	500	600	700
	0.75	0.0000	(0.0000)	0.0001	0.0001	0.0003	0.0004	0.0006
	1.00	0.0000	(0.0001)	0.0002	0.0003	0.0006	0.0009	0.0018
	1.25	0.0000	(0.0001)	0.0007	0.0009	0.0008	0.0010	—
	1.50	0.0000	(0.0002)	0.0008	0.0009	0.0015	—	—
	1.75	0.0000	(0.0010)	0.0013	0.0023	—	—	—
	2.00	0.0004	(0.0026)	0.0024	—	—	—	—