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. 2015 Jun 3;10:88. doi: 10.1186/s13018-015-0228-2

Table 3.

Structural properties by three-point bending analysis

6 weeks 8 weeks 10 weeks
Control PTH30 P-values Control PTH30 P-values Control PTH30 P-values
n 5 5 5 5 4a 5
Work to failure (N.mm) 224 ± 35 370 ± 243 ns 170 ± 77 583 ± 86b P < 0.05 587 ± 241c 639 ± 105b ns
Peak load (N) 326 ± 40 474 ± 177 ns 304 ± 72 436 ± 156 ns 443 ± 204 339 ± 50 ns
Stiffness (MPa) 337 ± 90 454 ± 225 ns 454 ± 39 427 ± 72 ns 389 ± 66 338 ± 148 ns

Work to failure absorption energy until callus fracture, peak load peak force to make callus fracture, stiffness the slope of the linear portion of the load-deformation curve

aThe data from one of five rabbits were omitted due to experimental failure

b P < 0.05, compared to 6 weeks in PTH30 group

c P < 0.05, compared to 6 and 8 weeks in control group