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Table 1 Summary of test variables.

From: Experimental and Numerical Assessments of Slab-Column Connections Strengthened Using Bonded Hemp Fiber Fabric Sheets

Group

Specimen designation

Slab Thickness (mm)

Steel ratio (%)

FRP type

FRP width (cm)

No. of layers

Strengthening configuration

SA

SA0

55

1

–

–

–

–

SA-H15-A

55

1

HFRP

15 cm

1

Adjacent

SA-H15-O

55

1

HFRP

15 cm

1

Offset

SA-H20-A

55

1

HFRP

20 cm

1

Adjacent

SA-C15-A

55

1

CFRP

15 cm

1

Adjacent

SB

SB0

75

1

–

–

–

–

SB-H15-A

75

1

HFRP

15 cm

1

Adjacent

SB-H15-O

75

1

HFRP

15 cm

1

Offset

SB-H20-A

75

1

HFRP

20 cm

1

Adjacent

SB-H15(2)-A

75

1

HFRP

15 cm

2

Adjacent

SB-C15-A

75

1

CFRP

15 cm

1

Adjacent