Performance of BFRP Retrofitted RCC Piles Subjected to Axial Loads

Table 6

Conventional specimen’s characteristics.

Conventional concrete specimen	Geometry in mm	Ultimate compressive strength		Ultimate split tensile strength		Ultimate flexural strength
		Load in kN	Stress in N/mm^2	Load in kN	Stress in N/mm^2	Load in kN	Stress in N/mm^2
Cube		803	35.7	⋯	⋯	⋯	⋯
Cylinder	150 ⌀ & 300 length	⋯	⋯	280	3.97	⋯	⋯
Prism	length	⋯	⋯	⋯	⋯	10.80	5.4