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. 2024 Dec 5;17(23):5961. doi: 10.3390/ma17235961

Table 1.

Parameters of the specimens.

Group No. Diameter of Prefabricated Steel Bars D1 (mm) Diameter of
Post-Retrofitted Connecting Steel Bars D2 (mm)
Single-Sided Welding Length L (mm) Protective Layer Thickness D (mm) Strength of Reinforcement Material Number of Specimens
RM1 16 12 6D2 3D2 C85 3
RM2 16 12 6D2 3D2 C60 3
RM3 16 12 6D2 3D2 C40 3
RM4 14 10 6D2 3D2 C60 3
RM5 18 14 6D2 3D2 C60 3
RM6 16 12 7D2 2D2 C60 3
RM7 16 12 7D2 2D2 C85 3
RM8 16 12 7D2 2D2 C40 3
RM9 16 12 7D2 3D2 C60 3
RM10 14 10 7D2 3D2 C60 3
RM11 18 14 7D2 3D2 C60 3
RM12 16 12 8D2 3D2 C40 3
RM13 16 12 8D2 3D2 C60 3
RM14 18 14 8D2 3D2 C60 3
RM15 16 12 9D2 3D2 C60 3