Table 3 Analysis of working conditions for different quantities of SSI and GFRP 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

The ratio of SSI/GFRP

Normal service load of components (kN)

WB-Test

16

12

0.75

130.84

WB1

28

0

0

100.03

WB2

20

8

0.4

118.63

WB3

14

14

1

137.08

WB4

12

16

1.33

143.02

WB5

8

20

2.5

155.10

WB6

0

28

–

178.63