International Journal of Concrete Structures and Materials

Table 6 Summary of experimental and predicted results.

From: Theoretical and Experimental Study of Effective Shear Stiffness of Reinforced ECC Columns

Specimen	V _cr (kN)	V _y (kN)	δ _y (mm)	θ _avg (°)	θ _pre (°)	δ _pre (mm)
E1	200	− 330.05	− 1.84	40	42.5	1.91
E1	200	330.12	1.92	40	42.5	1.91
E2	150	− 280.00	− 3.02	42	42.5	2.90
E2	150	279.91	3.02	42	42.5	2.90
E3	75	− 165.24	− 3.68	45	42.5	4.11
E3	75	165.92	3.60	45	42.5	4.11
E4	200	− 382.09	− 3.09	42	42.8	2.89
E4	200	380.80	2.84	42	42.8	2.89
E5	100	− 202.47	− 2.56	41	41.2	2.54
E5	100	240.16	2.35	41	41.2	2.54
E6	100	− 196.58	− 2.50	40	39.4	2.26
E6	100	216.24	2.60	40	39.4	2.26

Note The negative value represents the data obtained at the negative loading direction.

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