Table 4 Analysis of working conditions for different diameter of connectors.

From: Experimental and numerical study on the shear performance of stainless steel-GFRP connectors for use in precast concrete sandwich panels

Component number

GFRP

SSI

Cross-sectional area of the connectors

Normal service load of components (kN)

WB-Test

10

12

191.54

130.84

WB6

10

8

153.86

91.93

WB7

10

10

157

107.08

WB8

10

14

232.36

163.95

WB9

8

12

163.28

116.98

WB10

12

12

226.08

151.05

WB11

14

12

266.9

178.76