Static and dynamic bending responses of the human cervical spine

LM Voo, FA Pintar, N Yoganandan, YK Liu - 1998 - asmedigitalcollection.asme.org
1998asmedigitalcollection.asme.org
The quasi-static and dynamic bending responses of the human mid-lower cervical spine
were determined using cadaver intervertebral joints fixed at the base to a six-axis load cell.
Flexion bending moment was applied to the superior end of the specimen using an
electrohydraulic piston. Each specimen was tested under three cycles of quasi-static load-
unload and one high-speed dynamic load. A total of five specimens were included in this
study. The maximum intervertebral rotation ranged from 11.0 to 15.4 deg for quasi-static …
The quasi-static and dynamic bending responses of the human mid-lower cervical spine were determined using cadaver intervertebral joints fixed at the base to a six-axis load cell. Flexion bending moment was applied to the superior end of the specimen using an electrohydraulic piston. Each specimen was tested under three cycles of quasi-static load-unload and one high-speed dynamic load. A total of five specimens were included in this study. The maximum intervertebral rotation ranged from 11.0 to 15.4 deg for quasi-static tests and from 22.9 to 34.4 deg for dynamic tests. The resulting peak moments at the center of the intervertebral joint ranged from 3.8 to 6.9 Nm for quasi-static tests and from 14.0 to 31.8 Nm for dynamic tests. The quasi-static stiffness ranged from 0.80 to 1.35 Nm/deg with a mean of 1.03 Nm/deg (±0.11 Nm/deg). The dynamic stiffness ranged from 1.08 to 2.00 Nm/deg with a mean of 1.50 Nm/deg (±0.17 Nm/deg). The differences between the two stiffnesses were statistically significant (p < 0.01). Exponential functions were derived to describe the quasi-static and dynamic moment-rotation responses. These results provide input data for lumped-parameter models and validation data for finite element models to better investigate the biomechanics of the human cervical spine.
The American Society of Mechanical Engineers
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