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Table 1 Reinforcement status of test specimens.

From: Effect of Anchorage Number on Behavior of Reinforced Concrete Beams Strengthened with Glass Fiber Plates

Test specimens

(a/d)

Longitudinal reinforcement

Shear reinforcement

Shear reinforcement ratio

DE1 (reference)

4,7

3Ø16 + 2Ø14

Ø6/75

0.00628

DE2 (reference)

4,7

3Ø16 + 2Ø14

Ø6/300

0.00157

DE3 (strengthening)

4,7

3Ø16 + 2Ø14

Ø6/300

0.00157

DE4 (strengthening)

4,7

3Ø16 + 2Ø14

Ø6/300

0.00157

DE5 (strengthening)

4,7

3Ø16 + 2Ø14

Ø6/300

0.00157