Advances in Materials Science and Engineering / 2015 / Article / Tab 4

Research Article

Shear Strengthening Performance of Hybrid FRP-FRCM

Table 4

Test variables.

GroupSpecimen IDStrengthening typeLayerWidth × numberInstallation

IControlNoneNoneNoneNone
S300Steel stirrupNone None None
S200

IIW600-L1Side-bonding1 600 mm × 1
W600-L22

W50-N4U-jacketing150 mm × 4
IIIW50-N550 mm × 5
W50-N650 mm × 6
W100-N3100 mm × 3
IVW100-N4100 mm × 4
W600-N1600 mm × 1