An Experimental Investigation on the Failure Behavior of a Notched Concrete Beam Strengthened with Carbon Fiber-Reinforced Polymer

Table 6

The ultimate load for concrete beams.

Number of specimen	Ultimate load (N)	Number of specimen	Ultimate load (N)	Number of specimen	Ultimate load (N)	Average load (N)
10-000-1	6700	10-000-2	6850	10-000-3	7250	6933.3
10-100-1	12064	10-100-2	13085	10-100-3	12574	12574.3
10-200-1	21636	10-200-2	25400	10-200-3	23034	23356.7
10-350-1	27179	10-350-1	20983	10-350-3	26966	25042.7
20-000-1	5527	20-000-2	6725	20-000-3	5005	5752.3
20-100-1	12002	20-100-2	10975	20-100-3	12090	11689
20-200-1	20021	20-200-2	21020	20-200-3	16787	19276
20-350-1	21280	20-350-2	20674	20-350-3	21376	21110
20-100s-1	12632	20-100s-2	11465	20-100s-3	13935	12677.3
20-200s-1	20574	20-200s-2	16679	20-200s-3	20473	19242
20-350s-1	21285	20-350s-2	27275	20-350s-3	21365	23308.3
20-100b-1	10517	20-100b-2	11120	20-100b-3	11789	11142
20-200b-1	26059	20-200b-2	23680	20-200b-3	18530	22756.3
20-350b-1	20169	20-350b-2	25114	20-350b-3	23996	23093
30-000-1	4714	30-000-2	4564	30-000-3	4425	4567.7
30-100-1	10696	30-100-2	10382	30-100-3	10064	10380.7
30-200-1	18051	30-200-2	18492	30-200-3	17875	18139.3
30-350-1	31214	30-350-2	24210	30-350-3	23496	26306.7