| Literature DB >> 26855856 |
Kaori Endo1, Satoshi Yamada2, Masahiro Todoh2, Masahiko Takahata1, Norimasa Iwasaki1, Shigeru Tadano2.
Abstract
The incidence of osteoporotic fractures was estimated as nine million worldwide in 2000, with particular occurrence at the proximity of joints rich in cancellous bone. Although most of these fractures spontaneously heal, some fractures progressively collapse during the early post-fracture period. Prediction of bone fragility during progressive collapse following initial fracture is clinically important. However, the mechanism of collapse, especially the gradual loss of the height in the cancellous bone region, is not clearly proved. The strength of cancellous bone after yield stress is difficult to predict since structural and mechanical strength cannot be determined a priori. The purpose of this study was to identify whether the baseline structure and volume of cancellous bone contributed to the change in cancellous bone strength under cyclic loading. A total of fifteen cubic cancellous bone specimens were obtained from two 2-year-old bovines and divided into three groups by collection regions: femoral head, neck, and proximal metaphysis. Structural indices of each 5-mm cubic specimen were determined using micro-computed tomography. Specimens were then subjected to five cycles of uniaxial compressive loading at 0.05 mm/min with initial 20 N loading, 0.3 mm displacement, and then unloading to 0.2 mm with 0.1 mm displacement for five successive cycles. Elastic modulus and yield stress of cancellous bone decreased exponentially during five loading cycles. The decrease ratio of yield stress from baseline to fifth cycle was strongly correlated with bone volume fraction (BV/TV, r = 0.96, p < 0.01) and structural model index (SMI, r = - 0.81, p < 0.01). The decrease ratio of elastic modulus from baseline to fifth cycle was also correlated with BV/TV (r = 0.80, p < 0.01) and SMI (r = - 0.78, p < 0.01). These data indicate that structural deterioration of cancellous bone is associated with bone strength after yield stress. This study suggests that baseline cancellous bone structure estimated from adjacent non-fractured bone contributes to the cancellous bone strength during collapse.Entities:
Keywords: Cancellous bone; Collapse; Cyclic compression; Micro-CT; Osteoporosis; Structural indices; Structural strength
Year: 2016 PMID: 26855856 PMCID: PMC4741075 DOI: 10.7717/peerj.1562
Source DB: PubMed Journal: PeerJ ISSN: 2167-8359 Impact factor: 2.984
Mechanical properties and structural indices are shown.
These data are shown as mean and standard deviation.
| Specimen | Mechanical properties | Structural indices | tBMD (g/cm3) | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Area | No | Bovine | Yield stress | Elastic modulus | BV/TV(%) | Connectivity | SMI | DA | Fractal dimension | Tb.Th. (mm) | Tb.Sp. (mm) | |||
| Mean | S.D. | Mean | S.D. | |||||||||||
| Meta-physis | 1 | A | 14.2 | 435.5 | 20.6 | 182 | 1.66 | 0.79 | 2.45 | 0.24 | 0.07 | 1.19 | 0.45 | 732.9 |
| 2 | 22.3 | 504.0 | 24.4 | 111 | 1.19 | 0.80 | 2.49 | 0.28 | 0.09 | 0.99 | 0.35 | 774.3 | ||
| 3 | B | 15.6 | 460.3 | 14.2 | 238 | 2.78 | 0.73 | 2.47 | 0.17 | 0.04 | 0.83 | 0.27 | 692.2 | |
| 4 | 18.2 | 314.0 | 22.6 | 175 | 1.47 | 0.77 | 2.44 | 0.27 | 0.08 | 1.00 | 0.38 | 768.3 | ||
| 5 | 13.6 | 426.9 | 24.3 | 162 | 1.38 | 0.71 | 2.57 | 0.23 | 0.06 | 0.85 | 0.32 | 735.3 | ||
| Mean | 16.8 | 428.1 | 21.2 | 173 | 1.70 | 0.76 | 2.48 | 0.24 | 0.07 | 0.97 | 0.35 | 740.6 | ||
| S.D. | 3.6 | 70.5 | 4.2 | 45 | 0.63 | 0.04 | 0.05 | 0.04 | 0.02 | 0.15 | 0.07 | 32.9 | ||
| Neck | 6 | A | 19.7 | 763.0 | 29.1 | 659 | 2.02 | 0.62 | 2.47 | 0.20 | 0.06 | 0.81 | 0.29 | 675.3 |
| 7 | 16.5 | 518.6 | 40.6 | 272 | 1.46 | 0.62 | 2.72 | 0.24 | 0.07 | 0.65 | 0.20 | 701.3 | ||
| 8 | 16.3 | 462.6 | 40.7 | 804 | 1.21 | 0.52 | 2.69 | 0.25 | 0.06 | 0.69 | 0.25 | 683.3 | ||
| 9 | B | 9.4 | 237.8 | 35.0 | 783 | 1.79 | 0.66 | 2.66 | 0.22 | 0.06 | 0.73 | 0.26 | 688.4 | |
| 10 | 18.1 | 620.7 | 40.0 | 1,074 | 0.86 | 0.75 | 2.59 | 0.26 | 0.09 | 1.12 | 0.76 | 692.4 | ||
| Mean | 16.0 | 520.5 | 37.1 | 718 | 1.47 | 0.63 | 2.63 | 0.23 | 0.07 | 0.80 | 0.35 | 688.1 | ||
| S.D. | 3.9 | 195.0 | 5.1 | 292 | 0.46 | 0.08 | 0.10 | 0.02 | 0.01 | 0.19 | 0.23 | 9,8 | ||
| Head | 11 | A | 30.1 | 871.8 | 47.6 | 10,736 | −0.64 | 0.85 | 2.80 | 0.18 | 0.08 | 0.29 | 0.18 | 726.8 |
| 12 | 26.9 | 779.0 | 48.6 | 8,039 | −2.31 | 0.85 | 2.82 | 0.20 | 0.08 | 0.31 | 0.19 | 722.8 | ||
| 13 | 30.4 | 1,022.7 | 48.9 | 874 | −1.64 | 0.70 | 2.81 | 0.23 | 0.05 | 0.45 | 0.18 | 724.3 | ||
| 14 | B | 31.1 | 970.2 | 47.0 | 1,459 | −0.88 | 0.74 | 2.85 | 0.23 | 0.06 | 0.41 | 0.16 | 716.0 | |
| 15 | 31.4 | 990.6 | 51.9 | 9,656 | −1.79 | 0.64 | 2.88 | 0.19 | 0.08 | 0.32 | 0.17 | 709.4 | ||
| Mean | 30.0 | 926.9 | 48.8 | 6,152 | −1.45 | 0.75 | 2.83 | 0.21 | 0.07 | 0.35 | 0.18 | 719.9 | ||
| S.D. | 1.8 | 100.0 | 1.9 | 4,657 | 0.68 | 0.09 | 0.03 | 0.02 | 0.01 | 0.07 | 0.01 | 7.1 | ||
| All area | Mean | 20.9 | 625.2 | 35.7 | 2,348 | 0.57 | 0.72 | 2.65 | 0.22 | 0.07 | 0.71 | 0.29 | 716.2 | |
| S.D. | 7.2 | 258.9 | 12.2 | 3,150 | 1.61 | 0.08 | 0.15 | 0.03 | 0.01 | 0.27 | 0.15 | 28.3 | ||
Figure 1Cubic specimens were obtained along the bovine femur bone axes from the (A) head, (B) neck, and (C) metaphysis.
Figure 2Stress–strain curve of successful uniaxial compression.
Figure 3Method and stress–strain curves of cyclic compression.
(A) Total displacement of each cycle increased with 0.1-mm displacement. (B) Stress–strain curves under cyclic compression; yield stress was set to the maximum point, and elastic modulus were calculated from 50% to 70% of the maximum load in each cycle.
Figure 4(A) Elastic modulus and (B) yield stress of each cycle are expressed relative to those of the first cycle.
Correlation coefficients between structural indices and mechanical properties.
| DA | BV/TV | Connectivity | SMI | Tb.Th mean | Tb.Sp mean | |
|---|---|---|---|---|---|---|
|
| −0.08 |
| 0.45 | − | 0.29 |
|
|
| 0.06 |
| 0.34 |
| 0.37 |
|
| −0.47 |
| 0.38 |
| 0.37 | −0.55 | |
| −0.43 |
|
| − | 0.26 |
|
Notes.
p < 0.01.
Figure 5Correlations between mechanical properties and structural indices.
These graphs showed (A) E5∕E1 and BV/TV (r = 0.80), (B) σ∕σ and BV/TV (r = 0.96), (C) E5∕E1 and SMI (r = − 0.78), and (D) σ∕σ and SMI (r = − 0.81).