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Table 1 Test program.

From: Flexural Capacity and Behaviour of Geopolymer Concrete Beams Reinforced with Glass Fibre-Reinforced Polymer Bars

Group

Beam ID

Concrete type

Compressive strength f’c (MPa)

Rebar ratio condition ρf

G 1

G01-GPC20

GPC

20

0.63 ρfb

G02-GPC20

1.22 ρfb

G03-GPC20

1.52 ρfb

G 2

G04-GPC35

35

0.44 ρfb

G05-GPC35

1.38 ρfb

G06-GPC35

2.20 ρfb

G3

G07-GPC50

50

0.69 ρfb

G08-GPC50

1.40 ρfb

G09-GPC50

2.16 ρfb

G4

G10-OPC35

OPC

35

0.36 ρfb

G11-OPC35

1.08 ρfb

G12-OPC35

1.88 ρfb