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Table 8 Nomenclature of the two additional tested beams: R3DTG and R3DTRB.

From: Experimental Investigation on Flexural Capacity of Reinforced Concrete Beams Strengthened with 3D-Fiberglass, CFRP and GFRP

No.

Specimens name

Longitudinal strengthening at bottom of the beam

Wrapping

Description

Length of 3D-fiberglass (mm)

Out of bending zone—600 mm each side

End anchorage—200 mm each side

1800

2500

CFRP

GFRP

CFRP

GFRP

 

1

R3DTG

−

 × 

−

 × 

−

 × 

Concrete repairer injected into the 3D-fiberglass

2

R3DTRB

 × 

−

−

 × 

−

 × 

Impregnating with resin and extended 100 mm on side