| Literature DB >> 29581988 |
Yang Qu1, Shuang Zheng1, Rongpeng Dong1, Mingyang Kang1, Haohan Zhou1, Dezhi Zhao1, Jianwu Zhao1.
Abstract
To ensure the biomechanical properties of Ti-24Nb-4Zr-8Sn, stress-shielding effects were compared between Ti-24Nb-4Zr-8Sn and Ti-6Al-4V fixation by using a porcine model. Twelve thoracolumbar spines (T12-L5) of 12-month-old male pigs were randomly divided into two groups: Ti-24Nb-4Zr-8Sn (EG, n = 6) and Ti-6Al-4V (RG, n = 6) fixation. Pedicle screw was fixed at the outer edge of L4-5 vertebral holes. Fourteen measuring points were selected on the front of transverse process and middle and posterior of L4-5 vertebra. Electronic universal testing machine was used to measure the strain resistance of measuring points after forward and backward flexion loading of 150 N. Meanwhile, stress resistance was compared between both groups. The strain and stress resistance of measurement points 1, 2, 5, 6, 9, and 10-14 in Ti-24Nb-4Zr-8Sn fixation was lower than that of Ti-6Al-4V fixation after forward and backward flexion loading (P < 0.05). The strain and stress resistance of measurement points 3, 4, 7, and 8 was higher in Ti-24Nb-4Zr-8Sn fixation than that of Ti-6Al-4V fixation (P < 0.05). Stress-shielding effects of Ti-24Nb-4Zr-8Sn internal fixation were less than that of Ti-6Al-4V internal fixation. These results suggest that Ti-24Nb-4Zr-8Sn elastic fixation has more biomechanical goals than conventional Ti-6Al-4V internal fixation by reducing stress-shielding effects.Entities:
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Year: 2018 PMID: 29581988 PMCID: PMC5822754 DOI: 10.1155/2018/8639648
Source DB: PubMed Journal: Biomed Res Int Impact factor: 3.411
Figure 1Specimen preparation. (a) Pig spine specimens with removal of muscle and other soft tissues. (b) Measurement of vertebral height. (c) Measurement of vertebral width. (d) Measurement of pedicle screw channel length. (e) Embedded specimen after fixation. (f) Ti-24Nb-4Zr-8Sn pedicle screw. (g) Ti-6A1-4V pedicle screw.
Figure 2Measuring points predicted with finite element (FE) model and lumbar kinematic analysis. (a) Left L4-5 vertebra (measuring points numbers 1 and 2). (b) Middle L4-5 vertebra (measuring points numbers 3, 4, and 7–10). (c) Right L4-5 vertebra (measuring points 5 and 6). (d) Posterior L4-5 vertebra (measuring points 11–14). (e) Measuring points used in Ti-24Nb-4Zr-8Sn pedicle screw group. (f) Measuring points used in Ti-6A1-4V pedicle screw group. Number 1 point for left pedicle screw fixed at outside the hole of the lumbar vertebrae; number 2 point for left pedicle screw fixed at outside the hole of the lumbar vertebrae; number 3 points for pedicle screw fixed at left side of the transverse of waist L4 vertebral body. Number 5 point for pedicle screw fixed at outside the hole of vertebral vertebrae; number 6 points for right pedicle screw fixed below the ground of the lumbar vertebrae; number 7 points for right pedicle screw fixed at transverse sites of lumbar vertebrae; number 8 points for right pedicle screw fixed at transverse process; number 9 point for right pedicle screw fixed at front of waist L4 vertebral body; number 10 point for right pedicle screw fixed on the 10th vertebrae of the lumbar vertebrae. Number 11 point was at the junction of left fixation rod and L4 pedicle screw. Number 12 point was at the junction of left fixation rod and L5 pedicle screw. Number 13 point was at the junction of right fixation rod and L4 pedicle screw. Number 14 point was at the junction of right fixation rod and L5 pedicle screw.
Figure 3Strain resistance measurements. (a) After forward flexion load, strain resistance was measured before pedicle screw fixation. (b) After backward flexion load, strain resistance was measured before pedicle screw fixation. (c) After forward flexion load, strain resistance was measured in Ti-24Nb-4Zr-8Sn group after pedicle screw fixation. (d) After forward flexion load, strain resistance was measured in Ti-6A1-4V group after pedicle screw fixation. (e) After backward flexion load, strain resistance was measured in Ti-24Nb-4Zr-8Sn group after pedicle screw fixation. (f) After backward flexion load, strain resistance was measured in Ti-6A1-4V group after pedicle screw fixation.
The strain resistance of Ti-24Nb-4Zr-8Sn and Ti-6A1-4V fixation groups under forward flexion loading before fixation (με, ×10−6).
| Measuring points | Sample 1 | Sample 2 | Sample 3 | Sample 4 | Sample 5 | Sample 6 | Mean ± SD |
|---|---|---|---|---|---|---|---|
| 1 | |||||||
| EG | 130 | 131 | 133 | 127 | 124 | 129 | 129 ± 3 |
| RG | 138 | 145 | 133 | 140 | 137 | 143 | 139 ± 4 |
| 2 | |||||||
| EG | 126 | 125 | 129 | 130 | 134 | 127 | 129 ± 3 |
| RG | 127 | 134 | 139 | 136 | 129 | 135 | 133 ± 5 |
| 3 | |||||||
| EG | 155 | 148 | 159 | 161 | 155 | 150 | 155 ± 5 |
| RG | 157 | 153 | 156 | 161 | 159 | 164 | 158 ± 4 |
| 4 | |||||||
| EG | 165 | 156 | 160 | 163 | 152 | 157 | 159 ± 5 |
| RG | 165 | 159 | 163 | 157 | 160 | 159 | 161 ± 3 |
| 5 | |||||||
| EG | 128 | 123 | 127 | 131 | 130 | 129 | 128 ± 3 |
| RG | 126 | 135 | 133 | 130 | 128 | 129 | 130 ± 3 |
| 6 | |||||||
| EG | 125 | 127 | 129 | 132 | 128 | 123 | 127 ± 3 |
| RG | 129 | 126 | 134 | 133 | 125 | 127 | 129 ± 4 |
| 7 | |||||||
| EG | 161 | 168 | 164 | 158 | 167 | 159 | 163 ± 4 |
| RG | 159 | 164 | 162 | 159 | 169 | 168 | 164 ± 4 |
| 8 | |||||||
| EG | 172 | 169 | 159 | 177 | 175 | 171 | 171 ± 6 |
| RG | 170 | 165 | 170 | 157 | 165 | 172 | 167 ± 5 |
| 9 | |||||||
| EG | 188 | 195 | 193 | 189 | 191 | 192 | 191 ± 3 |
| RG | 184 | 188 | 197 | 189 | 196 | 190 | 191 ± 5 |
| 10 | |||||||
| EG | 191 | 186 | 187 | 192 | 196 | 191 | 191 ± 4 |
| RG | 187 | 190 | 186 | 195 | 188 | 193 | 190 ± 4 |
| 11 | |||||||
| EG | 192 | 189 | 202 | 193 | 188 | 197 | 194 ± 5 |
| RG | 189 | 191 | 200 | 195 | 192 | 201 | 195 ± 5 |
| 12 | |||||||
| EG | 200 | 197 | 195 | 199 | 192 | 189 | 195 ± 4 |
| RG | 196 | 188 | 190 | 200 | 196 | 196 | 194 ± 4 |
| 13 | |||||||
| EG | 188 | 194 | 192 | 197 | 201 | 196 | 195 ± 4 |
| RG | 192 | 198 | 188 | 192 | 205 | 200 | 196 ± 6 |
| 14 | |||||||
| EG | 194 | 199 | 189 | 193 | 194 | 187 | 193 ± 4 |
| RG | 189 | 195 | 192 | 183 | 187 | 195 | 190 ± 5 |
The strain resistance of Ti-24Nb-4Zr-8Sn and Ti-6A1-4V fixation groups under backward flexion loading before fixation (με, ×10−6).
| Measuring points | Sample 1 | Sample 2 | Sample 3 | Sample 4 | Sample 5 | Sample 6 | Mean ± SD |
|---|---|---|---|---|---|---|---|
| 1 | |||||||
| EG | −200 | −189 | −201 | −205 | −192 | −197 | −197 ± 6 |
| RG | −203 | −187 | −197 | −199 | −201 | −197 | −197 ± 6 |
| 2 | |||||||
| EG | −205 | −196 | −198 | −192 | −193 | −201 | −198 ± 5 |
| RG | −204 | −196 | −193 | −201 | −195 | −203 | −199 ± 5 |
| 3 | |||||||
| EG | −167 | −174 | −168 | −172 | −173 | −169 | −171 ± 3 |
| RG | −177 | −176 | −168 | −175 | −172 | −169 | −173 ± 4 |
| 4 | |||||||
| EG | −178 | −169 | −177 | −169 | −174 | −170 | −173 ± 4 |
| RG | −173 | −169 | −175 | −174 | −178 | −165 | −172 ± 5 |
| 5 | |||||||
| EG | −198 | −202 | −199 | −195 | −201 | −197 | −199 ± 3 |
| RG | −197 | −194 | −192 | −196 | −202 | −200 | −197 ± 4 |
| 6 | |||||||
| EG | −207 | −209 | −196 | −203 | −208 | −195 | −203 ± 6 |
| RG | −204 | −202 | −197 | −193 | −196 | −199 | −199 ± 4 |
| 7 | |||||||
| EG | −150 | −162 | −155 | −157 | −159 | −161 | −157 ± 4 |
| RG | −155 | −161 | −157 | −154 | −159 | −163 | −158 ± 3 |
| 8 | |||||||
| EG | −167 | −178 | −168 | −172 | −170 | −169 | −171 ± 4 |
| RG | −173 | −175 | −166 | −161 | −167 | −169 | −169 ± 5 |
| 9 | |||||||
| EG | −128 | −136 | −130 | −132 | −129 | −135 | −132 ± 3 |
| RG | −124 | −133 | −131 | −127 | −130 | −128 | −129 ± 3 |
| 10 | |||||||
| EG | −134 | −137 | −133 | −137 | −135 | −130 | −134 ± 3 |
| RG | −132 | −130 | −137 | −135 | −129 | −131 | −132 ± 3 |
| 11 | |||||||
| EG | −219 | −216 | −233 | −229 | −230 | −227 | −226 ± 7 |
| RG | −214 | −213 | −225 | −231 | −219 | −232 | −222 ± 8 |
| 12 | |||||||
| EG | −231 | −227 | −218 | −231 | −237 | −226 | −228 ± 6 |
| RG | −228 | −231 | −221 | −242 | −234 | −220 | −229 ± 8 |
| 13 | |||||||
| EG | −217 | −241 | −229 | −236 | −224 | −238 | −231 ± 9 |
| RG | −220 | −233 | −231 | −232 | −231 | −229 | −229 ± 5 |
| 14 | |||||||
| EG | −224 | −223 | −236 | −240 | −229 | −237 | −232 ± 7 |
| RG | −233 | −220 | −231 | −236 | −238 | −241 | −233 ± 7 |
The strain resistance of -24Nb-4Zr-8Sn and Ti-6A1-4V fixation groups under forward flexion loading after fixation (με, ×10−6).
| Measuring points | Sample 1 | Sample 2 | Sample 3 | Sample 4 | Sample 5 | Sample 6 | Mean ± SD |
|---|---|---|---|---|---|---|---|
| 1 | |||||||
| EG | 149 | 152 | 147 | 152 | 155 | 161 | 152.67 ± 4.93 |
| RG | 188 | 179 | 187 | 193 | 196 | 189 | 188.66 ± 5.82 |
| 2 | |||||||
| EG | 155 | 160 | 153 | 145 | 162 | 154 | 154.83 ± 5.98 |
| RG | 193 | 196 | 201 | 186 | 193 | 182 | 191.83 ± 6.85 |
| 3 | |||||||
| EG | 134 | 131 | 129 | 133 | 126 | 130 | 130.50 ± 2.88 |
| RG | 105 | 97 | 99 | 102 | 106 | 98 | 101.17 ± 3.76 |
| 4 | |||||||
| EG | 137 | 126 | 124 | 135 | 129 | 135 | 131.00 ± 5.40 |
| RG | 107 | 103 | 104 | 99 | 103 | 101 | 102.83 ± 2.71 |
| 5 | |||||||
| EG | 156 | 147 | 149 | 153 | 160 | 156 | 153.50 ± 4.85 |
| RG | 203 | 192 | 183 | 179 | 197 | 185 | 189.83 ± 9.13 |
| 6 | |||||||
| EG | 152 | 154 | 148 | 157 | 155 | 163 | 154.83 ± 5.04 |
| RG | 189 | 198 | 195 | 184 | 204 | 197 | 194.50 ± 7.06 |
| 7 | |||||||
| EG | 132 | 125 | 129 | 136 | 127 | 133 | 130.33 ± 4.08 |
| RG | 96 | 103 | 105 | 102 | 98 | 96 | 100.00 ± 3.85 |
| 8 | |||||||
| EG | 134 | 129 | 124 | 131 | 135 | 137 | 131.67 ± 4.72 |
| RG | 99 | 97 | 108 | 107 | 106 | 103 | 103.33 ± 4.50 |
| 9 | |||||||
| EG | 129 | 135 | 127 | 132 | 131 | 135 | 131.50 ± 3.21 |
| RG | 159 | 165 | 161 | 157 | 163 | 162 | 161.17 ± 2.86 |
| 10 | |||||||
| EG | 132 | 130 | 128 | 135 | 134 | 129 | 131.33 ± 2.80 |
| RG | 164 | 157 | 163 | 160 | 159 | 166 | 161.50 ± 3.39 |
| 11 | |||||||
| EG | 119 | 122 | 125 | 117 | 127 | 133 | 123.83 ± 5.81 |
| RG | 152 | 149 | 162 | 153 | 148 | 157 | 153.50 ± 5.24 |
| 12 | |||||||
| EG | 126 | 122 | 132 | 124 | 131 | 118 | 125.50 ± 5.36 |
| RG | 160 | 157 | 155 | 159 | 152 | 149 | 155.33 ± 4.23 |
| 13 | |||||||
| EG | 125 | 124 | 127 | 123 | 118 | 124 | 123.50 ± 302 |
| RG | 148 | 154 | 152 | 157 | 161 | 156 | 154.67 ± 4.48 |
| 14 | |||||||
| EG | 129 | 116 | 119 | 129 | 125 | 118 | 122.67 ± 5.75 |
| RG | 154 | 159 | 149 | 153 | 154 | 147 | 152.67 ± 4.23 |
Note. P < 0.05 versus an RG group. Strain values are positive (tensile) due to elongation caused by forward flexion load.
The strain resistance of Ti-24Nb-4Zr-8Sn and Ti-6A1-4V fixation groups under backward flexion loading after fixation (με, ×10−6).
| Measuring points | Sample 1 | Sample 2 | Sample 3 | Sample 4 | Sample 5 | Sample 6 | Mean ± SD |
|---|---|---|---|---|---|---|---|
| 1 | |||||||
| EG | −245 | −254 | −249 | −257 | −261 | −258 | −254 ± 6 |
| RG | −310 | −305 | −319 | −304 | −318 | −301 | −310 ± 8 |
| 2 | |||||||
| EG | −251 | −260 | −257 | −249 | −255 | −253 | −254 ± 4 |
| RG | −321 | −317 | −306 | −320 | −309 | −305 | −313 ± 7 |
| 3 | |||||||
| EG | −109 | −127 | −130 | −121 | −129 | −123 | −123 ± 8 |
| RG | −92 | −96 | −89 | −90 | −88 | −91 | −91 ± 3 |
| 4 | |||||||
| EG | −121 | −123 | −107 | −114 | −125 | −110 | −117 ± 7 |
| RG | −87 | −98 | −85 | −92 | −96 | −93 | −92 ± 5 |
| 5 | |||||||
| EG | −260 | −254 | −257 | −249 | −262 | −255 | −256 ±5 |
| RG | −314 | −321 | −317 | −305 | −321 | −318 | −316 ± 6 |
| 6 | |||||||
| EG | −257 | −248 | −263 | −246 | −250 | −259 | −254 ± 7 |
| RG | −309 | −307 | −312 | −318 | −317 | −311 | −312 ± 4 |
| 7 | |||||||
| EG | −124 | −114 | −131 | −109 | −123 | −122 | −121 ± 8 |
| RG | −87 | −84 | −95 | −97 | −88 | −93 | −91 ± 5 |
| 8 | |||||||
| EG | −127 | −109 | −128 | −117 | −125 | −120 | −121 ± 7 |
| RG | −94 | −89 | −90 | −93 | −97 | −85 | −91 ± 4 |
| 9 | |||||||
| EG | −87 | −83 | −91 | −82 | −88 | −90 | −87 ± 4 |
| RG | −98 | −117 | −104 | −117 | −103 | −119 | −110 ± 9 |
| 10 | |||||||
| EG | −82 | −90 | −87 | −84 | −81 | −89 | −86 ± 4 |
| RG | −105 | −110 | −109 | −121 | −105 | −114 | −111 ± 6 |
| 11 | |||||||
| EG | −145 | −151 | −155 | −150 | −163 | −158 | −154 ± 6 |
| RG | −199 | −196 | −213 | −209 | −210 | −207 | −206 ± 7 |
| 12 | |||||||
| EG | −156 | −148 | −161 | −157 | −153 | −148 | −154 ± 5 |
| RG | −211 | −207 | −198 | −211 | −217 | −206 | −208 ± 6 |
| 13 | |||||||
| EG | −153 | −147 | −162 | −147 | −165 | −154 | −155 ± 8 |
| RG | −197 | −221 | −209 | −216 | −204 | −218 | −211 ± 9 |
| 14 | |||||||
| EG | −160 | −155 | −153 | −156 | −161 | −146 | −155 ± 5 |
| RG | −204 | −203 | −216 | −220 | −209 | −217 | −212 ± 7 |
Note. P < 0.05 versus an RG group. Strain values are negative due to compressive pressure caused by backward flexion load.
The stress resistance of Ti-24Nb-4Zr-8Sn and Ti-6A1-4V fixation groups under forward flexion loading after fixation (MPa).
| Measuring points | Sample 1 | Sample 2 | Sample 3 | Sample 4 | Sample 5 | Sample 6 | Mean ± S.D |
|---|---|---|---|---|---|---|---|
| 1 | |||||||
| EG | 2.86 | 2.92 | 2.82 | 2.92 | 2.98 | 3.09 | 2.93 ± 0.09 |
| RG | 3.61 | 3.44 | 3.59 | 3.71 | 3.76 | 3.63 | 3.62 ± 0.11 |
| 2 | |||||||
| EG | 2.98 | 3.07 | 2.94 | 2.78 | 3.11 | 2.96 | 2.97 ± 0.12 |
| RG | 3.71 | 3.76 | 3.86 | 3.57 | 3.71 | 3.49 | 3.68 ± 0.13 |
| 3 | |||||||
| EG | 2.57 | 2.52 | 2.48 | 2.55 | 2.42 | 2.5 | 2.51 ± 0.05 |
| RG | 2.02 | 1.86 | 1.9 | 1.96 | 2.04 | 1.88 | 1.94 ± 0.08 |
| 4 | |||||||
| EG | 2.63 | 2.42 | 2.38 | 2.59 | 2.48 | 2.59 | 2.52 ± 0.10 |
| RG | 2.05 | 1.98 | 2 | 1.9 | 1.98 | 1.94 | 1.98 ± 0.05 |
| 5 | |||||||
| EG | 3 | 2.82 | 2.86 | 2.94 | 3.07 | 3 | 2.95 ± 0.09 |
| RG | 3.9 | 3.69 | 3.51 | 3.44 | 3.78 | 3.55 | 3.65 ± 0.18 |
| 6 | |||||||
| EG | 2.92 | 2.96 | 2.84 | 3.01 | 2.98 | 3.13 | 2.97 ± 0.10 |
| RG | 3.63 | 3.8 | 3.74 | 3.53 | 3.92 | 3.78 | 3.73 ± 0.14 |
| 7 | |||||||
| EG | 2.53 | 2.4 | 2.48 | 2.61 | 2.44 | 2.55 | 2.50 ± 0.08 |
| RG | 1.84 | 1.98 | 2.02 | 1.96 | 1.88 | 1.84 | 1.92 ± 0.08 |
| 8 | |||||||
| EG | 2.57 | 2.48 | 2.38 | 2.52 | 2.59 | 2.63 | 2.53 ± 0.09 |
| RG | 1.9 | 1.86 | 2.07 | 2.05 | 2.04 | 1.98 | 1.98 ± 0.09 |
| 9 | |||||||
| EG | 2.48 | 2.59 | 2.44 | 2.53 | 2.52 | 2.59 | 2.53 ± 0.06 |
| RG | 3.05 | 3.17 | 3.09 | 3.01 | 3.13 | 3.11 | 3.09 ± 0.05 |
| 10 | |||||||
| EG | 2.53 | 2.5 | 2.46 | 2.59 | 2.57 | 2.48 | 2.52 ± 0.05 |
| RG | 3.15 | 3.01 | 3.13 | 3.07 | 3.05 | 3.19 | 3.01 ± 0.06 |
| 11 | |||||||
| EG | 8.97 | 8.79 | 9.56 | 9.03 | 8.73 | 9.26 | 9.06 ± 0.31 |
| RG | 13.09 | 13.42 | 13.75 | 12.87 | 13.97 | 14.63 | 13.62 ± 0.64 |
| 12 | |||||||
| EG | 9.44 | 9.26 | 9.15 | 9.38 | 8.97 | 8.79 | 9.17 ± 0.25 |
| RG | 13.86 | 13.42 | 14.52 | 13.64 | 14.41 | 12.98 | 13.80 ± 0.59 |
| 13 | |||||||
| EG | 8.73 | 9.09 | 8.97 | 9.26 | 9.5 | 9.2 | 9.13 ± 0.26 |
| RG | 13.75 | 13.64 | 13.97 | 13.53 | 12.98 | 13.64 | 13.58 ± 0.33 |
| 14 | |||||||
| EG | 9.09 | 9.38 | 8.79 | 9.03 | 9.09 | 8.67 | 9.01 ± 0.25 |
| RG | 14.19 | 12.76 | 13.09 | 14.19 | 13.75 | 12.98 | 13.49 ± 0.63 |
Note. P < 0.05 versus an RG group. Stress values are positive (tensile) due to elongation caused by forward flexion load.
The stress resistance of Ti-24Nb-4Zr-8Sn and Ti-6A1-4V fixation groups under backward flexion loading after fixation (MPa).
| Measuring points | Sample 1 | Sample 2 | Sample 3 | Sample 4 | Sample 5 | Sample 6 | Mean ± SD |
|---|---|---|---|---|---|---|---|
| 1 | |||||||
| EG | −4.7 | −4.88 | −4.78 | −4.93 | −5.01 | −4.95 | −4.88 ± 0.15 |
| RG | −5.95 | −5.86 | −6.12 | −5.84 | −6.11 | −5.78 | −5.94 ± 0.13 |
| 2 | |||||||
| EG | −4.82 | −4.99 | −4.93 | −4.78 | −4.9 | −4.86 | −4.88 ± 0.07 |
| RG | −6.16 | −6.09 | −5.88 | −6.14 | −5.93 | −5.86 | −6.01 ± 0.14 |
| 3 | |||||||
| EG | −2.09 | −2.44 | −2.5 | −2.32 | −2.48 | −2.36 | −2.37 ± 0.15 |
| RG | −1.77 | −1.84 | −1.71 | −1.73 | −1.69 | −1.75 | −1.75 ± 0.05 |
| 4 | |||||||
| EG | −2.32 | −2.36 | −2.05 | −2.19 | −2.4 | −2.11 | −2.24 ± 0.14 |
| RG | −1.67 | −1.88 | −1.63 | −1.77 | −1.84 | −1.79 | −1.76 ± 0.10 |
| 5 | |||||||
| EG | −4.99 | −4.88 | −4.93 | −4.78 | −5.03 | −4.9 | −4.92 ± 0.09 |
| RG | −6.03 | −6.16 | −6.09 | −5.86 | −6.16 | −6.11 | −6.07 ± 0.11 |
| 6 | |||||||
| EG | −4.93 | −4.76 | −5.05 | −4.72 | −4.8 | −4.97 | −4.87 ± 0.13 |
| RG | −5.93 | −5.89 | −5.99 | −6.11 | −6.09 | −5.97 | −6.00 ± 0.09 |
| 7 | |||||||
| EG | −2.38 | −2.19 | −2.52 | −2.09 | −2.36 | −2.34 | −2.31 ± 0.15 |
| RG | −1.67 | −1.61 | −1.82 | −1.86 | −1.69 | −1.79 | −1.74 ± 0.10 |
| 8 | |||||||
| EG | −2.44 | −2.09 | −2.46 | −2.25 | −2.4 | −2.3 | −2.32 ± 0.14 |
| RG | −1.8 | −1.71 | −1.73 | −1.79 | −1.86 | −1.63 | −1.75 ± 0.08 |
| 9 | |||||||
| EG | −1.67 | −1.59 | −1.75 | −1.57 | −1.69 | −1.73 | −1.67 ± 0.07 |
| RG | −1.88 | −2.25 | −2 | −2.25 | −1.98 | −2.28 | −2.11 ± 0.17 |
| 10 | |||||||
| EG | −1.57 | −1.73 | −1.67 | −1.61 | −1.56 | −1.71 | −1.64 ± 0.07 |
| RG | −2.02 | −2.11 | −2.09 | −2.32 | −2.02 | −2.19 | −2.13 ± 0.11 |
| 11 | |||||||
| EG | −11.74 | −11.56 | −12.57 | −12.33 | −12.39 | −12.21 | −12.13 ± 0.40 |
| RG | −15.95 | −16.61 | −17.05 | −16.5 | −17.93 | −17.38 | −16.90 ± 0.70 |
| 12 | |||||||
| EG | −12.45 | −12.21 | −11.68 | −12.45 | −12.8 | −12.15 | −12.29 ± 0.38 |
| RG | −17.16 | −16.28 | −17.71 | −17.27 | −16.83 | −16.28 | −16.92 ± 0.57 |
| 13 | |||||||
| EG | −11.62 | −13.04 | −12.33 | −12.74 | −12.04 | −12.86 | −12.44 ± 0.54 |
| RG | −16.83 | −16.17 | −17.82 | −16.17 | −18.15 | −16.94 | −17.01 ± 0.83 |
| 14 | |||||||
| EG | −12.04 | −11.98 | −12.74 | −12.98 | −12.33 | −12.8 | −12.48 ± 0.42 |
| RG | −17.6 | −17.05 | −16.83 | −17.16 | −17.71 | −16.06 | −17.07 ± 0.60 |
Note. P < 0.05 versus an RG group. Stress values are negative due to compressive pressure caused by backward flexion load.