Advances in Civil Engineering

Research Article

Evolutionary Modeling to Evaluate the Shear Behavior of Circular Reinforced Concrete Columns

Table 1

Details and test results of specimens with circular cross-section.


References	Number				cov
References	Number	[mm]	[mm²]	[MPa]	[mm]	[mm²]	[MPa]	[mm]	[mm]	[MPa]	[mm²]	[kN]	[kN]

	M1/2	152	18145.839	28	10	5624	300	100	121.6	500	39920.846	0	45.0
	M1/3	152	18145.839	28	10	5624	300	100	121.6	500	39920.846	0	46.0
	M1/4	152	18145.839	28	10	5624	300	100	121.6	500	39920.846	0	38.0
	11-1	300	70685.835	24.1	20	9900	300	150	240	500	395840.67	0	186.0
	11-2	300	70685.835	24.1	20	9900	300	150	240	500	395840.67	0	188.0
	12-1	300	70685.835	23.8	20	10125	300	75	240	500	395840.67	0	211.0
	12-2	300	70685.835	23.8	20	10125	300	75	240	500	395840.67	0	239.0
	13-1	300	70685.835	48.4	20	9900	300	150	240	500	395840.67	0	227.0
	13-2	300	70685.835	48.4	20	9900	300	150	240	500	395840.67	0	228.0
	14-1	300	70685.835	50.5	20	10125	300	75	240	500	395840.67	0	279.0
	14-2	300	70685.835	50.5	20	10125	300	75	240	500	395840.67	0	288.0
	15-1	300	70685.835	24.3	20	9900	300	150	240	500	254469	0	145.0
	15-2	300	70685.835	24.3	20	9900	300	150	240	500	254469	0	148.0
	16-1	300	70685.835	46.7	20	9900	300	150	240	500	254469	0	185.0
	16-2	300	70685.835	46.7	20	9900	300	150	240	500	254469	0	186.0
	17-1	300	70685.835	23.7	20	5850	300	150	240	500	162577.42	0	117.0
	17-2	300	70685.835	23.7	20	5850	300	150	240	500	162577.42	0	115.0
	19-1	300	70685.835	26.6	20	5850	300	150	240	500	254469	0	113.0
	19-2	300	70685.835	26.6	20	5850	300	150	240	500	254469	0	129.0
	20-1	300	70685.835	49.3	20	5850	300	150	240	500	254469	0	149.0
	20-2	300	70685.835	49.3	20	5850	300	150	240	500	254469	0	137.0
	21-1	300	70685.835	22.2	20	5850	300	150	240	500	395840.67	0	131.0
	21-2	300	70685.835	22.2	20	5850	300	150	240	500	395840.67	0	151.0
	22-1	300	70685.835	45.5	20	5850	300	150	240	500	395840.67	0	163.0
Clarke and Birjandi [18]	22-2	300	70685.835	45.5	20	5850	300	150	240	500	395840.67	0	164.0
	23-1	300	70685.835	25.1	20	5850	300	150	240	500	162577.42	0	101.0
	23-2	300	70685.835	25.1	20	5850	300	150	240	500	162577.42	0	103.0
	24-1	300	70685.835	48.9	20	5850	300	150	240	500	162577.42	0	114.0
	24-2	300	70685.835	48.9	20	5850	300	150	240	500	162577.42	0	128.0
	25-1	300	70685.835	24.3	20	5850	300	150	240	500	254469	0	98.0
	25-2	300	70685.835	24.3	20	5850	300	150	240	500	254469	0	122.0
	26-1	300	70685.835	47.1	20	5850	300	150	240	500	254469	0	114.0
	26-2	300	70685.835	47.1	20	5850	300	150	240	500	254469	0	150.0
	27-1	300	70685.835	22.8	20	5850	300	150	240	500	395840.67	0	125.0
	27-2	300	70685.835	22.8	20	5850	300	150	240	500	395840.67	0	134.0
	28-1	300	70685.835	22.8	20	5850	300	150	240	500	395840.67	0	158.0
	28-2	300	70685.835	45.3	20	5850	300	150	240	500	395840.67	0	175.0
	37-1	300	70685.835	43.9	20	9900	300	150	240	500	395840.67	270.9	232.0
	37-2	300	70685.835	43.9	20	9900	300	150	240	500	395840.67	0	218.0
	38-1	300	70685.835	36.1	20	9900	300	150	240	500	395840.67	270.9	209.0
	38-2	300	70685.835	36.1	20	9900	300	150	240	500	395840.67	0	206.0
	39-1	300	70685.835	36.3	20	9900	300	150	240	500	395840.67	270.6	217.2
	39-2	300	70685.835	36.3	20	9900	300	150	240	500	395840.67	0	197.0
	40-1	300	70685.835	34.1	20	9900	300	150	240	500	395840.67	274.1	225.0
	40-2	300	70685.835	34.1	20	9900	300	150	240	500	395840.67	0	183.0
	43-1	500	196349.54	37.8	20	9800	300	140	400	500	510508.81	0	313.0
	43-2	500	196349.54	37.8	20	9800	300	140	400	500	510508.81	0	366.0
	44-1	500	196349.54	32.9	20	9800	300	140	400	500	510508.81	0	301.0
	44-2	500	196349.54	32.9	20	9800	300	140	400	500	510508.81	0	329.0

Khalifa and Collins [20]	SC1	445	155528.47	19.3	23	6675	410	150	356	516	589452.91	1017	324.0
	SC2	445	155528.47	23	23	20025	510	150	356	516	589452.91	1083	478.0
	SC3	445	155528.47	24.5	23	30037.5	510	150	356	516	589452.91	1085	578.0
	SC4	445	155528.47	26.5	23	20025	430	150	356	516	589452.91	1050	456.0

	1	400	125663.71	42.2	0	5760	700	60	320	700	471238.9	0	430.0
Merta [17]	2	400	125663.71	42.2	0	5760	700	60	320	700	471238.9	0	432.0
Capon and Cossio [19]	F12.5	251	49480.87	13.2	15	6275	250	250	200.8	400	152401.08	0	59.5
	F12.5	251	49480.87	13.2	15	6275	250	125	200.8	400	152401.08	0	82.0

	YJC200R	445	155528.47	40.4	25	14240	445	200	356	460	600339.9	0	323.0
	YJC150R	445	155528.47	36	25	14017.5	445	150	356	460	600339.9	0	411.0
Kim [38]	YJC100R	445	155528.47	36	25	14240	445	100	356	460	600339.9	0	479.0
	YJC200W	445	155528.47	33.2	25	445	1728	200	356	460	600339.9	0	315.0
	YJC100W	445	155528.47	36	25	0	1728	100	356	460	0	0	434.0