Shear Resistance Capacity of Interface of Plate-Studs Connection between CFST Column and RC Beam
Table 5
Experimentally determined and calculated shear forces.
Specimen group
/kN
/kN
/
(/)
(/)
(/)
(/)
P1
388.87
363.45
0.94
65.31 (0.18)
51.84 (0.14)
246.3 (0.68)
0
P2
393.44
397.45
1.01
64.75 (0.16)
86.4 (0.22)
246.3 (0.62)
0
P3
431.32
431.45
1.00
64.19 (0.15)
120.96 (0.28)
246.3 (0.57)
0
PS1
390.90
423.65
1.08
65.31 (0.16)
51.84 (0.12)
246.3 (0.58)
60.2 (0.14)
PS2
448.06
457.65
1.02
64.75 (0.14)
86.4 (0.19)
246.3 (0.54)
60.2 (0.13)
PS3
458.32
491.65
1.07
64.19 (0.13)
120.96 (0.25)
246.3 (0.50)
60.2 (0.12)
: experimentally determined value, : calculated value, /: the ratios of the calculated value to the experimentally determined bearing capacity, and /: the contribution of each component to the ultimate strength of the specimen (the values in parentheses).
