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International Journal of Concrete Structures and Materials

Table 9 Displacement–ductility ratio.

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

Specimen number

Yielding displacement

Fracture displacement

Ductility ratio

DE1

25.42

56.08

221

DE2

–

22.07

–

DE3

–

28.23

–

DE4

–

28.45

–

DE5

25.44

44.98

177

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