Analysis for Shear Behavior of SRC Deep Beams Based on Tests, Digital Image Correlation Technique, and Finite Elemental Simulation

Table 5

Experimental verification.

Data sources	Beam	λ	(kN)	(kN)
This paper	RDB-1	1.1	394	366	1.08
	RDB-2	1.4	341	322	1.06
	RDB-3	1.7	274	294	0.93
	RDB-4	1.1	367	332	1.11
	RDB-5	1.1	313	298	1.05
	RDB-6	1.1	408	376	1.09
	RDB-7	1.1	349	355	0.98
Chen et al. [11]	B-H1	1.04	2423	1998	1.21
	B-H2	1.08	2399	1958	1.23
	BW-H2A	1.11	2281	2134	1.07
	BW-H2B	1.09	2605	2369	1.1
	B-H3	1.11	2109	1890	1.12
	B-H4	1.15	1766	1760	1
Deng et al. [24]	C-1	1	650	578	1.12
	C-1.5	1.5	473	426	1.11
	C-2	2	355	350	1.01
Wang [25]	SBI-1	1	400	358	1.12
	SBI-2	1.5	260	292	0.89
	SBI-3	2	240	259	0.92
Liang [26]	SRC-18	1	475	469	1.01
	SRC-19	1.5	310	356	0.87
	SRC-21	1.5	350	370	0.95
	SRC-22	1.5	345	391	0.88
	SRC-23	1.5	350	336	1.04
				AVG	1.04
				COV	0.09