Table 10 The ultimate axial capacity of the CCES columns with CDCA concrete according to the test result (Put) and nine available codes (Puo)
Code | Test result | FE result | YB9082-06 (YB9082-06, 2007) | Hong Kong code (Code-11, 2011) | ECP203(ECP-203, 2018) | ECP-LRFD (ECP-SC-LRFD, 2012) | ACI318M (ACI318M-14, 2014) | AISC-360-16, (2016) | BS-5400–05 (BS-5400-5, 2002) | Eurocode-4 (Eurocode-4, 2004) | |
|---|---|---|---|---|---|---|---|---|---|---|---|
Specimen number | Put,Test (kN) | Pu,FE, (kN) | Puo,YB (kN) | Puo,CECS (kN) | Puo,Hong Kong (kN) | Puo,ECP203 (kN) | Puo,ECP-LRFD(kN) | Puo,ACI (kN) | Puo,AISC (kN) | Puo,BS (kN) | Puo,EC4 (kN) |
Specimen #1 | 976.86 | 989.04 | 809.4 | 701.7 | 624.3 | 735.7 | 607.1 | 695.1 | 699.3 | 612.8 | 797.4 |
Specimen #2 | 980.66 | 985.38 | 809.4 | 701.7 | 624.3 | 735.7 | 607.1 | 695.1 | 699.3 | 612.8 | 797.4 |
Specimen #3 | 1056.42 | 1010.84 | 809.4 | 701.7 | 624.3 | 735.7 | 607.1 | 695.1 | 699.3 | 612.8 | 797.4 |
Specimen #4 | 1056.42 | 1009.73 | 809.4 | 701.7 | 624.3 | 735.7 | 607.1 | 695.1 | 699.3 | 612.8 | 797.4 |