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Table 1 Test matrix.

From: Behavior of FRP-Strengthened RC Beams with Large Rectangular Web Openings in Flexure Zones: Experimental and Numerical Study

Beam ID

Opening size (mm)

Type of loading

Strengthening scheme

No. of specimens

Notes

Depth, ho

Length, â„“o

BC-N-4PB

No opening

4-point bending

Unstrengthened

1

Control specimen

BC-O1-4PB

225

450

4-point bending

Unstrengthened

1

Control specimen

BC-N-CPL

No opening

Center-point loading

Unstrengthened

1

Control specimen

BC-O1-CPL

225

450

Center-point loading

Unstrengthened

1

Control specimen

BS1-O1-CPL

225

450

Center-point loading

Strengthened with scheme-1:

2 layers (0°/90°) of carbon/epoxy system

(see Fig. 4)

1

 

BC-O2-CPL

225

900

Center-point loading

Unstrengthened

1

Control specimen

BS2-O2-CPL

225

900

Center-point loading

Strengthened with scheme-2:

2 layers (0°/90°) of E-glass/epoxy system + 5 mm thick steel plates (see Fig. 6)

1

 

Total no. of specimens

7

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