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. Author manuscript; available in PMC: 2022 Jun 13.
Published in final edited form as: Clin Biomech (Bristol). 2014 Oct 12;30(2):121–128. doi: 10.1016/j.clinbiomech.2014.10.001

Table 2.

Comparison of the mechanical parameters associated with the load–displacement response of the intact and failed vertebrae.

Characteristic Parameter Intact Failed p (I-F)
Compression σU(N) 2246.3 (897.0) 1409.1 (693.2) < 0.001
S(N/mm) 382.1 (194.2) 250.1 (130.3) < 0.05
Flexion σU(Nm) 62.7 (26.3) 36.9 (21.4) < 0.01
S(Nm/mm) 11.4 (5.3) 9.2 (10.9) NS
A-P shear σU(N) 502.3 (278.4) 308.6 (195.8) < 0.01
S(N/mm) 105.6 (39.7) 62.7 (41.9) < 0.01
Lateral Bend σU(Nm) 13.1 (17.2) 5.6 (5.3) < 0.05
S(Nm/mm) 0.9 (2.7) 0.4 (1.7) NS
M-L shear σU(N) 18.9 (33.8) 0.2 (41.60 NS
S(N/mm) 0.9 (3.4) 2.0 (5.6) NS

A-P: along the Anterior-Posterior vertebral plane, M-L: along the transverse vertebral plane.

σy: Yield strength, σU: Ultimate strength. S: Stiffness. (I-F): Intact vs. Failed. Values presented in mean (SD). NS: p > 0.05.