Research Article
Experimental Investigation on Flexural Behavior of Granite Stone Slabs with Near Surface Mounted CFRP Bars and Screw-Thread Steels
Table 11
Calculation of internal equilibrium of the stone slab.
| | Label of specimen | | | | | | | |
| | CB-1 | 459 | 307 | 225 | 46.11 | 117.06 | 116.82 | 1.00 | | CB-2 | 532 | 456 | 267 | 46.73 | 140.12 | 140.49 | 1.00 | | CB-3 | 535 | 350 | 272 | 47.19 | 144.07 | 144.53 | 1.00 | | GB-1 | 447 | 374 | 239 | 48.82 | 131.09 | 131.38 | 1.00 | | GB-2 | 440 | 367 | 240 | 49.39 | 132.93 | 133.47 | 1.00 | | GB-3 | 418 | 366 | 232 | 49.97 | 130.17 | 130.54 | 1.00 | | GB-4 | 508 | 406 | 281 | 49.86 | 157.29 | 157.76 | 1.00 | | GB-5 | 487 | 456 | 274 | 51.32 | 157.82 | 158.33 | 1.00 | | GB-6 | 558 | 477 | 334 | 52.31 | 197.84 | 197.48 | 1.00 |
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Note. Ft, tensile force of the cross section for the stone slab; Fc, compressive force of the cross section for the stone slab.
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