Shear Failure of RC Dapped-End Beams

Table 5

The deformation ratio between experimental and Vec2 analysis results.

Specimen	Experimental		Vector2		Vec2/Exp
					/	/
	mm	mm	mm	mm	—	—
DEB-1	15.4	18.3	14.9	22.8	1.0	1.2
DEB-2	18.7	32.6	16.7	32.9	0.9	1.0
DEB-3	18.2	29.6	18.1	34.4	1.0	1.2
DEB-4	17.6	26.5	20.8	35.1	1.2	1.3
Mean					1.0	1.2

= deflection of RC-DEB at maximum load condition; = deflection of RC-DEB at rupture condition.