Table 5 Analysis of working conditions for different concrete strengths.

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

Component number

Concrete Grade

Compressive strength of concrete (MPa)

Normal service load of components (kN)

WB-Test

C35

35

130.84

WB12

C30

30

128.06

WB13

C40

40

128.41

WB14

C50

50

128.67

WB15

C60

60

128.92

WB16

UHPC

120

130.04

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