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* Department of Bioengineering, Rice University, Houston, Texas;
Institute for Biomedical Engineering, Swiss Federal Institute of Technology and University of Zürich, Zürich, Switzerland;
Department of Medicine, Robert Wood Johnson Medical School, New Brunswick, New Jersey;
Department of Physics, University of Houston, Houston, Texas; and ¶ The Institute of Fundamental Studies, Kandy, Sri Lanka
Correspondence: Address reprint requests to Gemunu H. Gunaratne, E-mail: gemunu{at}uh.edu.
| ABSTRACT |
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to the fraction of elements
that have been removed from a network. Further, it was proposed that the ratio
of the elastic constant of a sample and its linear response at resonance can be used as a surrogate for
. Experimental validation of these predictions requires following architectural changes in a given sample of trabecular bone; techniques to study such changes using microcomputed tomography are only beginning to be available. In the present study, we use anatomically accurate computer models constructed from digitized images of bone samples for the purpose. Images of healthy bone are subjected to successive levels of synthetic degradation via surface erosion. Computer models constructed from these images are used to calculate their fracture load and other mechanical properties. Results from these computations are shown to be consistent with predictions derived from the analysis of mathematical models. Although the form of
(
) is known, parameters in the expression are expected to be sample-specific, and hence
is not a reliable predictor of strength. We provide an example to demonstrate this. In contrast, analysis of model networks shows that the linear part of
(
) depends only on the structure of trabecular bone. Computations on models constructed from samples of iliac crest trabecular bone are shown to be in agreement with this assertion. Since
can be computed from a vibrational assessment of bone, we argue that the latter can be used to introduce new surrogates for bone strength and hence diagnostic tools for osteoporosis. | INTRODUCTION |
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Silva and co-workers (9
11
) and Guo and Kim (12
) introduced and analyzed one such mathematical model. It consists of random networks constructed using the Voronoi algorithm. In these Voronoi networks, trabecular elements are represented by freely pivoted elastic struts; on average, there are between three and four struts meeting at a node. An externally applied deformation changes locations of nodes and lengths of struts, thus allowing for storage of elastic energy. Computational analysis of such networks was used to infer that, among known age-related changes of bone, trabecular perforation is the most damaging in the sense that, for a given reduction in mass, it leads to the most significant loss of fracture load. In particular, uniform thinning of trabecular elements and increases in anisotropy were shown to play a secondary role (9
,12
).
The significance of trabecular removal in reducing fracture load leads to an interesting observation. It is known from percolation theory (13
) that when a fraction
0 of struts are randomly removed from a large network, it will spontaneously fragment into multiple segments; in particular, its strength will vanish at this point. The value of
0, known as the bond-percolation threshold, depends on the class of networks; for three-dimensional Voronoi structures its value is
0 = 0.5. Thus, when half the struts on a Voronoi network are randomly removed, its fracture load vanishes. Since trabecular perforation has been shown to be the dominant cause of loss of bone strength, it can be expected that the fracture load of trabecular bone will vanish whereas its mass is non-zero. Consequently, the commonly used power-law relationship between fracture load and density of bone (14
18
) can only be an approximation that is invalid for weak bones; for, under a power-law, both the strength (i.e., fracture load) and density will vanish simultaneously.
Clearly, analysis of mathematical models can provide useful information regarding bone strength. There is, however, one modification needed in the modelnamely to correctly account for the fact that local structure of trabecular bone resembles disordered cubic networks more closely than Voronoi networks (19
,20
). The mean number of struts joined at a node, and hence the percolation threshold
0, for the two classes of networks is different. For cubic networks,
0
0.7508; i.e., approximately three-quarters of the struts need to be removed before spontaneous fragmentation (13
). Consequently, loss of strength of a trabecular bone sample may be expected to be slower than for Voronoi networks. We have conducted an analysis of a disordered cubic struts-and-nodes model with bond-bending energies (21
). It was shown, as in the case for Voronoi networks (9
,11
), that the segment of bone most active in load transmission (referred to as the stress backbone) experiences occasional dramatic changes as trabecular elements are removed. The cause of such changes was shown to be the formation of long fractures (22
), which prevent many struts in the neighborhood (for example, those immediately above and below the fracture) from taking part in transmission of an externally applied load. In fact, as struts continue to be removed, the stress backbone becomes extremely sparse, consisting of a handful of pathways lying (roughly) along the loading direction. This inefficiency continues to be the principal cause of reduction of fracture load even when factors like trabecular thinning and anisotropy are included in the model (23
).
We have previously introduced expressions that relate reductions in the fracture load to 1), the fraction of elements removed from a network (21
); and 2), a ratio of response functions of a network (22
) (see Theoretical Considerations, below). The aim of the work reported here is to test the validity of these expressions using anatomically accurate computer models.
In this article, we only consider architectural changes of a trabecular bone specimen. Consequences of variations in material properties of bone tissue (1
,2
), and complex interactions between the two facets of bone are not analyzed. For example, the specimen may be weaker than predicted by our computations if critical load-carrying segments have weaker biomechanical properties. However, analysis of mathematical models show that Eqs. 1 and 2 are valid even when such variations are included (22
,21
).
| THEORETICAL CONSIDERATIONS |
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of trabecular elements (21
max(
) suggested by the analysis is
![]() | (1) |
max(0) is the peak strength (i.e., the fracture strain for an undamaged network where
= 0). The variable z
log(
0/
), and a1, a2, and
depend on the model parameters and the number of nodes in the network. In particular, they depend on the level of trabecular thinning and the relative strength of bond-bending (compared to elastic) terms (21
Loss of strength and linear response
The second assertion to be tested involves a surrogate for bone strength that is obtained from the response of a sample of trabecular bone to externally applied strain. The basic idea, as alluded to before, is that the inefficiency of load transmission is the principal cause for reduction of fracture load. We suggest that the reduction in bone strength can be estimated by the fraction of struts belonging to the stress backbone. It can be obtained if the number of trabeculae that belong to the stress backbone and the total number of elements on a sample are known. The following observations provide a method to estimate these quantities. First, the elastic modulus
(0) of a sample depends on the number of stress pathways, because each such pathway allows additional load to be transmitted. The second observation is that the response
(
) of the sample to sonic or ultrasonic vibrations of a sufficiently high frequency
can be used to estimate the number of struts on the network. Under these conditions, signals are attenuated very quickly inside the sample, and stresses are limited to the immediate neighborhood of the surface that is driven. As a result, the presence of large fractures in the interior of the network, which reduce the extent of the stress backbone, play no role in the response to high-frequency driving; i.e., all trabecular elements near the surface contribute to
(
). In computations reported here, we take
to be the resonance frequency of the sample.
Thus, the ratio
(0)/
(
), which can be obtained from vibrational analysis, provides an estimate for the reduction in fracture load. The relationship was shown to take the form (22
)
![]() | (2) |
) represents higher order nonlinear terms which are model-dependent and are insignificant when
is small. According to Eq. 2, when the fracture load of a bone is much smaller than its peak value (i.e., in the case which is relevant in the search for osteoporotic damage),
is proportional to
and
(
) passes through the origin. These are important features for
to be useful as a surrogate for bone strength.
It should be noted that response functions can be obtained from a vibrational assessment of a bone sample. The value
is the driving frequency at which the response is maximized. The value
(0) can be obtained by extrapolating the curve
(
) to
= 0 (i.e., the low-frequency limit).
Thus
can be estimated using measurements that can conceivably be made in vivo by application of sonic or ultrasonic vibrations. As has been argued earlier (20
), we expect
to be more relevant than the fracture load
max in identifying patients suffering from osteoporosis. The underlying reason is that it is easy to imagine a scenario where the fracture load of a osteoporotic heavy subject is larger than that of a healthy normal subject (20
). Furthermore, analysis of mathematical models (26
,22
) has shown that
is more robust to variations in the system parameters than
max.
| METHODS |
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3.5 mm. The grayscale images were segmented using a low-pass filter to remove noise and a fixed threshold to extract the mineralized bone phase. The analysis described below is conducted on one sample each of vertebral and iliac crest trabecular bone. Each sample is represented by occupancy in a 256 x 256 x 256 lattice.
Lattice spring models
Computations reported in this article are conducted on lattice spring models constructed from digitized images of trabecular bone samples (29
,30
). Each occupied voxel of the image is replaced by a set of linear elastic elements as described below. The choice of springs and their elastic moduli are set by the following requirement: a spring network which is constructed to represent an isotropic region should itself be isotropic (30
). Although it is known that no cubic-type network can satisfy this condition exactly (31
), the following combination was shown to provide a stable and approximately isotropic configuration of elastic elements. Each occupied voxel is replaced by a set of 24 elements; 12 of these with identical elastic constant k lie along the sides of the cube, whereas the remaining 12, with elastic moduli 2k are placed along the face-diagonals (29
,30
). The lattice spring model representing the sample of trabecular bone is the network constructed by replacing each occupied voxel of the digitized image by such a combination of springs.
We study the behavior of the lattice spring network under compression in the axial (vertical) direction. The boundary conditions imposed on the network are as follows: Nodes on the lower surface are free to move horizontally, but their vertical positions remain fixed. Those on the upper surface are subjected to a vertical compression
, and are free to move horizontally. All remaining nodes are constrained only by springs connecting them to neighbors. The elastic potential energy of the compressed network can be calculated from the coordinates of the nodes, which are the independent variables in the system. Equilibrium of the network subjected to a compression
is calculated by minimizing its elastic energy using the conjugate gradient method (32
).
As the external compression
is increased the most highly stressed locations become susceptible to fracture. There have been theoretical studies of fracture in composite material such as bone (1
,2
). However, to the best of our knowledge, there have not been reports of experimental studies on fracture of trabecular bone tissue. On the other hand, several recent experiments have demonstrated that fracture strains for specimens of human trabecular bone of a fixed size from specific anatomical locations are nearly constant for a wide range in age, even though the corresponding fracture load can vary by more than an order of magnitude (33
39
).
These experimental findings motivate us to model failure of bone tissue with a strain-based criterion. We model failure of individual voxels; specifically, at each value of
, voxels which are strained beyond a preset value
are removed from the model network. The amount of strain used in these considerations is the largest eigenvalue of the strain tensor (29
); thus, the failure of a voxel is associated with it being strained beyond
along any one direction. Under this scenario, we find that failure strains of lattice spring networks remain nearly fixed during degradation. It should be noted that the fracture strain of a specimen is expected to reduce with increasing size due to the likelihood of larger fractures (1
,25
,20
).
The lattice spring system needs to be extended to model dynamical properties of bone samples. We replace the mass m of material contained within each voxel by identical point masses 1/8 m placed on each of its eight vertices. Thus, we model mechanical properties of the bone specimen by a network of elastic elements with masses placed on the nodes. The mass mi at node i is n'im/8, where n'i
8 is the number of occupied voxels surrounding it. Similarly, the elastic modulus kgij joining nodes i and j depends on the number of occupied voxels with ij as an edge. The Hamiltonian of the network is (30
)
![]() | (3) |
denotes the unit vector in the direction from node i to node j.
The damping caused by surrounding soft tissue during the motion of a trabecular network is represented by a linear dissipation
v on each mass. Here v is the velocity of the node and the damping coefficient
is a model parameter. Note that although
max(
) and
max(0) depend on the values of the parameters k and
, the ratio
is independent of them. Further, computations of model systems show that
is only weakly dependent on m and
. Thus, it is not necessary to know these mechanical parameters of bone tissue to test the validity of Eqs. 1 and 2.
To accelerate computations, we reduce the size of the lattice spring model by forming units of b x b x b voxels for the analysis. A unit with a fraction f occupied voxels (i.e., the grayscale on a coarse-grained structure) is replaced by one of uniform density whose mass and elastic constants are reduced by a factor f. Note that although the model is homogenized at the level of units, it is inhomogeneous on a larger scale. Similar inhomogeneous models have been shown to improve predictions on mechanical properties of trabecular bone (40
).
The elastic modulus
(0) is the slope of the stress-versus-strain curve at the yield point. The value
max is calculated from the stress-versus-strain curve obtained using incremental increases of the external deformation. Voxels strained beyond
are removed at each stage and equilibrium is recalculated. The maximum of the stress versus strain curve is chosen to be
max. Note that, even though the voxels are taken to be brittle, our computations show that a trabecular sample is highly plastic; typically peak load is reached at a strain which is approximately an order-of-magnitude larger than the yield strain, and the network remain strong even beyond. This is possible because, following a fracture of a voxel, the network is able to find alternative stress pathways to transmit an external load.
In this article, we model disuse osteoporosis (e.g., during bed-rest or extended space travel) by synthetically degrading a bone sample by uniform resorption of material from its surface (41
,12
). This process imposes trabecular thinning as well as changes in the levels of anisotropy and perforation of trabecular bone. Specifically, all voxels that have nine or fewer occupied neighbors are removed at each level of surface erosion; i.e., any voxel that sticks out of a surface or lies on an edge of the sample is eliminated at the next level. The vertebral bone sample can be subjected to seven such erosions before it fragments, whereas the iliac crest sample (with thicker trabeculae) fragments following 11 levels of erosion. Note that surface erosion of the samples is implemented before blocking of voxels into larger units. It should be noted that age-related osteoporosis is more appropriately modeled by a different mechanism (42
), and tests of Eqs. 1 and 2 under such a scenario can be studied. Analysis of mathematical models indicates that the two expressions will be valid under such distinct modes of degradation (21
,23
).
The analysis of bone samples was conducted using blocks of side b = 4 and hence each side of the cubic unit was 56 µm. The network so constructed contained 64 x 64 x 64 units. We have also conducted a few computer experiments with higher resolution (28 µm) to confirm that our conclusions remain unchanged. Models at this resolution have been shown to give accurate values for mechanical parameters of a bone sample (43
,44
).
Data analysis
Trabecular bone samples used in our study were harvested from young subjects. It is assumed that these samples contained very few perforations. This assertion was confirmed by visual inspection of the images (see Fig. 1 a), and
max(0) was chosen to be the fracture strain of this computer model. The peak density
(0) was estimated by the fraction of occupied voxels in the digitized image. Each level of surface erosion removes voxels from a network, and consequently reduces the density and fracture load. Their values following n-levels of erosion are denoted by
(n) and
max(n), respectively. The fraction
(n) is estimated by comparing the density of the sample with
(0) via
![]() | (4) |
does not appear in Eq. 2, the assignment in Eq. 4 is not required to test its validity.
|
(n) and
(n) are available, parameters a1, a2, and
of Eq. 1 are obtained using a nonlinear least-square data fitting using the Gauss-Newton method (32| RESULTS |
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= 0.1 units along the principal axis; at this compression none of the voxels are fractured. Fig. 1, a and b, shows strain distributions on the original network I0 and another, I6, constructed following six levels of surface erosion. Unlike in Fig. 1 a, units experiencing large strain (shown in yellow or white) in Fig. 1 b are organized along a few vertical pathways. Fig. 2 shows the histogram of strains on the blocks of voxels for the two cases. It is seen that a significantly larger fraction of voxels in I6 experience very small levels of strain, and are not active in load transmission. Most units whose strain lies in the tail of the histogram belong to the stress backbone.
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= 10%; i.e., any unit whose strain tensor has an eigenvalue larger than 0.1 is removed from the network. (Note that conclusions reported in this article are independent of
. This assertion was verified computationally.) The values of
max(n) for synthetically degraded vertebral and iliac crest samples are given in the third columns of Tables 1 and 2, respectively.
Fig. 3, a and b, show relationships between reduction in fracture load and the fraction of occupied voxels for the two groups of model networks. In each case the networks are seen to fragment (i.e.,
max vanishes) when roughly three-quarters of the original voxels are removed. This is consistent with the value
0
0.75 for the percolation threshold of cubic networks.
|
= 1.618 ± 0.805, whereas those for the fit in Fig. 3 b are a1 = 0.858 ± 0.517, a2 = 1.738 ± 0.576, and
= 1.354 ± 0.282. The root-mean-square values for the two fits are 0.020 and 0.016, respectively. Note that, when the only source of damage is trabecular perforation and the network is large, the value of
is the universal index 1.8 for three-dimensional percolation networks (45
can be different for small networks and for those where other architectural factors of bone damage are included (21
Relationship between fracture load and vibrational response
In testing the validity of Eq. 2, m and
were set to 0.005 and 0.1, respectively. The function
(
) was evaluated for a range of driving frequencies
, and the location of its peak was chosen to be the resonance frequency
. Fig. 4 shows the strain distributions on the networks of Fig. 1 at resonance with driving amplitude of 0.01 units. Notice that, unlike for application of a stationary external strain, the entire top layer of trabecular elements experiences nearly uniform compression at all levels of surface erosion, as can be seen by comparing the top layers of Figs. 1 b and 4 b. The value
(0) can also be obtained from the low frequency limit of
(
).
|
(
) and
(0) of synthetically degraded models of vertebral and iliac crest samples are given in columns 4 and 5 of Tables 1 and 2. The relationship between
(n) and
(n) for the samples are shown in Fig. 5, a and b, respectively. The results appear to extrapolate to the origin as predicted (22
) = B
2 gives the dashed line in Fig. 5 b, and the fit is obtained for 102A = 4.12 ± 0.95 and 104B = 12.52 ± 7.08. For the vertebral bone a significantly better fit is obtained using h(
) = B
ß, with parameters 102A = 0.59 ± 0.90, 104B = 66.7 ± 194.0, and ß = 4.27 ± 2.92. the root-mean square values for the iliac crest and vertebral samples were 0.033 and 0.042, respectively.
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| DISCUSSION |
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is related to reductions in the density
of a sample of trabecular bone from its peak value
(0). In the latter,
is related to a ratio
of the elastic modulus of the sample and its response at resonance. Experimentally, these response functions can be obtained by subjecting the sample to sonic or ultrasonic vibrations; resonance is identified from the peak of
(
), and
(0) is its low-frequency limit. Consequently, it is conceivable that a noninvasive diagnostic tool for bone strength be developed based on vibrational assessment. As we have argued, testing the expressions in Eqs. 1 and 2 require following the degradation of a given sample of trabecular bone. In work reported here, we have conducted computational studies on anatomically accurate models constructed using digitized images of bone. These models were subjected to successive levels of synthetic degradation by erosion of voxels.
Analysis of mathematical models indicates that reductions in bone strength are caused primarily by the inability of a weak bone to effectively use the remaining segments for stress transmission (21
,23
). As seen from Fig. 1, such reductions in the extent of the stress backbone appear to be a feature of the computer models as well. Unfortunately, experimental methods to test this assertion in vivo are currently not available.
Since the extent of the stress backbone plays such a significant role in determining the fracture load, bone density is unlikely to be a reliable surrogate for fracture load. How can this conclusion be reconciled with the exceptionally good agreement shown in Fig. 3, a and b? It is important to recognize that the parameters a1, a2, and
in Eq. 1 depend on the type of damage incurred by a bone sample. For example, they depend on the levels of trabecular thinning and anisotropy (23
). Thus, although
= 1 for the undamaged sample and
vanishes when nearly 75% of the mass is removed, its values for intermediate densities depend on the values of a1, a2, and
. In other words, it is conceivable that there are significant variations in
(
) between samples, related to differences in the nature of bone damage. Fig. 6 a shows results from the analysis of two samples of trabecular bone from the iliac crest. Clearly, there are significant differences between
for a given occupancy (or density), consistent with many previous studies (46
,33
); hence it will be difficult to estimate the strength of the sample from the density.
In contrast, the linear part of Eq. 2 depends only on generic factors like the type of the network (cubic, Voronoi, platelike) (22
), and it is not expected to differ between multiple samples from a fixed anatomical location. If confirmed, it will lend further credence to the assertion that vibrational assessment could be the basis of reliable diagnostics for fracture load of trabecular bone. Fig. 6 b shows
(
) for the same two samples of trabecular bone from the iliac crest. It is clear that they converge to a common line when
is small (i.e., the limit where reliable diagnostics are most needed). However, it should be noted that an analysis of a much larger group of trabecular samples (as well as analysis of samples from other anatomical locations) would be needed to make definitive conclusions about the specimen independence of
(
).
One issue remains to be resolved. It should be noted that evaluating the response of trabecular bone in vivo is a nontrivial task. As an example, suppose we were to subject the vertebrae for such an analysis. The best we can do is to apply vibrations on the skin layer immediately adjacent to the bone, and measure the response at neighboring locations. Although the signal can be expected to propagate to the bone and subsequently to the inner trabecular bone, due to impedance mismatch there will be reflections at the skin-cortical and cortical-trabecular interfaces. To estimate the response of trabecular bone, it is necessary to be able to differentiate it from these complementary signals. Similar problems arise in using sonic techniques for underwater exploration of petroleum deposits, and recent studies have addressed some of these issues. The solutions involve measurements of responses of a signal from detectors at multiple locations (47
). We are currently adapting these methods to develop algorithms to delineate responses of cortical and trabecular segments from that of the whole bone.
| ACKNOWLEDGEMENTS |
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This work is partially funded by grants from the National Science Foundation and the Institute for Space Science Operations (to G.H.G.).
Submitted on December 3, 2004; accepted for publication April 8, 2005.
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