Experimental Investigation on Flexural Behavior of Granite Stone Slabs with Near Surface Mounted CFRP Bars and Screw-Thread Steels

Table 3

Uniaxial compressive test results.

Specimen labels	Specimen dimension D × H/mm	Ultimate compressive strength (kN)	Elastic modulus (GPa)	Poisson’s ratio (MPa)	Axial peak strain ()	Transverse peak strain ()
1	50 mm × 100 mm	92.0	50.0	0.45	1806	−852
2		103.6	58.3	0.45	1705	−790
3		93.7	53.0	0.36	1773	−644
4		116.9	63.9	0.34	1702	−594
Mean value		101.6 ± 8.7	56.3 ± 4.8	0.40 ± 0.05	1747 ± 43	−720 ± 101