| Literature DB >> 35328894 |
Junshi Liu1,2, Xingda Qu1, Yipeng Liu1.
Abstract
BACKGROUND: Load knowledge has been identified as a factor affecting the risk of low back pain (LBP) during symmetric lifting. However, the effects of load knowledge in asymmetric lifting tasks have not been reported yet. The purpose of this study was to investigate the load knowledge influence on lifting biomechanics in asymmetric lifting tasks;Entities:
Keywords: asymmetric lifting; biomechanics; load knowledge; low back pain
Mesh:
Year: 2022 PMID: 35328894 PMCID: PMC8954281 DOI: 10.3390/ijerph19063207
Source DB: PubMed Journal: Int J Environ Res Public Health ISSN: 1660-4601 Impact factor: 3.390
Figure 1A participant performing the asymmetric lifting task.
Figure 2The lifting boxes used in each load knowledge condition. (a) NK: no knowledge; (b) WK: weight known; (c) FK: fragile material known; (d) WFK: weight and fragile material known.
Main effects of load knowledge: Mean ± SD.
| NK | WK | WFK | FK |
| |
|---|---|---|---|---|---|
|
| |||||
| Sagittal flexion angle (°) | 47.7 ± 2.5 | 47.9 ± 2.5 | 48.2 ± 2.6 | 48.7 ± 2.4 | 0.386 |
| Sagittal flexion velocity (°/s) | 40.9 ± 2.2 | 43.3 ± 3.2 | 41.9 ± 3.0 | 43.1 ± 3.5 | 0.573 |
| Sagittal flexion acceleration (°/s2) | 239.8 ± 20.0 | 241.5 ± 22.3 | 221.7 ± 17.3 | 239.1 ± 21.3 | 0.224 |
| Transverse twisting angle (°) | 3.0 ± 0.3 | 3.3 ± 0.3 | 3.2 ± 0.3 | 3.0 ± 0.3 | 0.130 |
| Transverse twisting velocity (°/s) | 9.5 ± 1.1 | 9.7 ± 0.8 | 9.3 ± 0.9 | 9.7 ± 0.8 | 0.898 |
| Transverse twisting acceleration (°/s2) | 71.1 ± 9.5 | 78.3 ± 10.0 | 70.3 ± 9.8 | 69.6 ± 7.4 | 0.394 |
| Lateral flexion angle (°) | 3.4 ± 0.3 | 3.6 ± 0.4 | 3.4 ± 0.3 | 3.3 ± 0.3 | 0.554 |
| Lateral flexion velocity (°/s) | 10.9 ± 1.0 | 11.1 ± 0.9 | 10.3 ± 0.9 | 10.3 ± 0.9 | 0.536 |
| Lateral flexion acceleration (°/s2) | 118.8 ± 17.6 | 120.0 ± 14.9 | 105.0 ± 14.5 | 109.2 ± 14.8 | 0.155 |
|
| |||||
| Sagittal flexion angle (°) | 37.1 ± 2.4 | 37.0 ± 2.3 | 36.8 ± 2.5 | 36.6 ± 2.3 | 0.822 |
| Sagittal flexion velocity (°/s) | 55.8 ± 4.3 | 57.1 ± 4.7 | 53.9 ± 4.1 | 55.1 ± 4.4 | 0.077 |
| Sagittal flexion acceleration (°/s2) | 210.5 ± 22.4 | 208.3 ± 22.4 ‡ | 186.0 ± 17.8 | 199.1 ± 20.3 |
|
| Transverse twisting angle (°) | 14.3 ± 0.8 | 14.1 ± 0.8 | 14.2 ± 0.9 | 14.6 ± 0.9 | 0.479 |
| Transverse twisting velocity (°/s) | 18.8 ± 0.9 | 18.7 ± 1.0 | 18.2 ± 1.1 | 18.6 ± 1.1 | 0.806 |
| Transverse twisting acceleration (°/s2) | 102.9 ± 10.1 | 96.4 ± 8.6 | 90.6 ± 8.3 | 92.6 ± 9.2 | 0.103 |
| Lateral flexion angle (°) | 19.7 ± 0.8 | 20.0 ± 0.9 | 19.5 ± 0.9 | 19.6 ± 0.9 | 0.324 |
| Lateral flexion velocity (°/s) | 37.3 ± 2.0 *† | 37.0 ± 2.2 | 34.2 ± 1.9 | 35.2 ± 2.2 |
|
| Lateral flexion acceleration (°/s2) | 189.2 ± 19.7 *† | 177.7 ± 14.3 | 162.1 ± 15.6 | 164.6 ± 14.9 |
|
|
| |||||
| Peak sagittal bending moment (N·m) | 225.4 ± 8.3 | 225.1 ± 8.4 | 222.8 ± 8.4 | 226.0 ± 8.9 | 0.123 |
| Peak lateral bending moment (N·m) | 47.4 ± 4.5 | 47.1 ± 4.3 | 46.4 ± 4.3 | 45.1 ± 4.4 | 0.066 |
| Peak twisting moment (N·m) | 25.4 ± 2.9 | 24.8 ± 2.3 | 25.2 ± 2.5 | 24.5 ± 2.4 | 0.641 |
| Average sagittal bending moment—Lifting phase (N·m) | 193.7 ± 8.1 | 192.5 ± 7.6 | 191.4 ± 8.0 | 193.1 ± 8.3 | 0.596 |
| Average lateral bending moment—Lifting phase (N·m) | 6.2 ± 0.7 | 6.5 ± 0.6 | 6.3 ± 0.7 | 6.1 ± 0.6 | 0.743 |
| Average twisting moment—Lifting phase (N·m) | 9.1 ± 1.9 | 7.6 ± 0.9 | 8.2 ± 1.0 | 8.0 ± 0.9 | 0.517 |
| Average sagittal bending moment—Deposit phase (N·m) | 74.0 ± 4.6 | 72.6 ± 4.6 | 72.9 ± 4.8 | 73.4 ± 5.0 | 0.567 |
| Average lateral bending moment—Deposit phase (N·m) | 23.4 ± 2.4 | 23.4 ± 2.3 § | 23.0 ± 2.4 | 22.4 ± 2.3 |
|
| Average twisting moment—Deposit phase (N·m) | 12.4 ± 1.4 | 12.5 ± 1.5 | 12.6 ± 1.5 | 12.3 ± 1.4 | 0.782 |
Note: * Indicates significant difference between the NK and FK conditions. † indicates a significant difference between the NK and WFK conditions. ‡ indicates significant difference between the WK and WFK conditions. § indicates significant difference between the WK and FK conditions.
Main effects of load weight: Mean ± SD.
| Low | Medium | High |
| |
|---|---|---|---|---|
|
| ||||
| Sagittal flexion angle (°) | 48.2 ± 2.6 | 47.3 ± 2.7 | 48.9 ± 2.2 | 0.119 |
| Sagittal flexion velocity (°/s) | 46.5 ± 3.4 | 40.4 ± 3.0 | 40.0 ± 3.3 | 0.072 |
| Sagittal flexion acceleration (°/s2) | 243.1 ± 23.5 | 226.6 ± 18.2 | 236.8 ± 20.8 | 0.493 |
| Transverse twisting angle (°) | 3.3 ± 0.3 | 3.1 ± 0.3 | 3.0 ± 0.3 | 0.433 |
| Transverse twisting velocity (°/s) | 10.0 ± 0.9 | 10.0 ± 0.9 ‡ | 8.7 ± 0.8 |
|
| Transverse twisting acceleration (°/s2) | 72.2 ± 9.4 | 74.9 ± 8.4 | 69.8 ± 8.9 | 0.476 |
| Lateral flexion angle (°) | 3.3 ± 0.3 | 3.4 ± 0.4 | 3.5 ± 0.3 | 0.670 |
| Lateral flexion velocity (°/s) | 10.8 ± 1.0 | 10.5 ± 0.9 | 10.6 ± 0.8 | 0.816 |
| Lateral flexion acceleration (°/s2) | 113.1 ± 15.8 | 111.6 ± 15.7 | 115.0 ± 14.5 | 0.827 |
|
| ||||
| Sagittal flexion angle (°) | 36.5 ± 2.4 | 36.3 ± 2.7 | 37.8 ± 2.3 | 0.270 |
| Sagittal flexion velocity (°/s) | 58.2 ± 5.0 † | 53.9 ± 4.4 | 54.4 ± 3.8 |
|
| Sagittal flexion acceleration (°/s2) | 200.0 ± 19.5 | 197.5 ± 20.8 | 205.4 ± 22.3 | 0.595 |
| Transverse twisting angle (°) | 14.2 ± 0.9 | 14.3 ± 0.8 | 14.3 ± 0.9 | 0.944 |
| Transverse twisting velocity (°/s) | 18.6 ± 1.0 | 19.1 ± 1.1 | 18.0 ± 0.9 | 0.077 |
| Transverse twisting acceleration (°/s2) | 93.2 ± 9.0 | 94.1 ± 8.3 | 99.7 ± 11.4 | 0.559 |
| Lateral flexion angle (°) | 19.8 ± 1.0 | 19.9 ± 0.8 | 19.4 ± 0.9 | 0.412 |
| Lateral flexion velocity (°/s) | 35.2 ± 1.9 | 36.1 ± 2.3 | 36.5 ± 1.9 | 0.263 |
| Lateral flexion acceleration (°/s2) | 169.6 ± 13.5 | 171.1 ± 17.8 | 179.5 ± 15.9 | 0.101 |
|
| ||||
| Peak sagittal bending moment (N·m) | 205.9 ± 7.4 *† | 224.4 ± 8.6 ‡ | 244.1 ± 9.8 |
|
| Peak lateral bending moment (N·m) | 35.2 ± 3.1 *† | 47.6 ±4.5 ‡ | 56.7 ± 5.7 |
|
| Peak twisting moment (N·m) | 20.9 ± 2.1 *† | 24.7 ± 2.4 ‡ | 29.3 ± 3.1 |
|
| Average sagittal bending moment—Lifting phase (N·m) | 175.4 ± 7.3 *† | 192.7 ± 8.2 ‡ | 210.0 ± 8.8 |
|
| Average lateral bending moment—Lifting phase (N·m) | 6.6 ± 0.8 | 6.0 ± 0.6 | 6.2 ± 0.6 | 0.387 |
| Average twisting moment—Lifting phase (N·m) | 8.5 ± 1.4 | 7.6 ± 0.8 | 8.5 ± 1.0 | 0.540 |
| Average sagittal bending moment—Deposit phase (N·m) | 57.7 ± 3.8 *† | 73.2 ± 4.6 ‡ | 88.8 ± 6.0 |
|
| Average lateral bending moment—Deposit phase (N·m) | 17.7 ± 1.7 *† | 23.5 ± 2.4 ‡ | 28.0 ± 3.0 |
|
| Average twisting moment—Deposit phase (N·m) | 10.1 ± 1.2 *† | 12.9 ± 1.5 ‡ | 14.4 ± 1.7 |
|
Note: * Indicates significant difference between low and high load weight conditions. † indicates significant difference between low and medium load weight conditions. ‡ indicates significant difference between medium and high load weight conditions.