| Literature DB >> 28500359 |
Francesc Levrero-Florencio1, Krishnagoud Manda2, Lee Margetts3, Pankaj Pankaj2.
Abstract
Being able to predict bone fracture or implant stability needs a proper constitutive model of trabecular bone at the macroscale in multiaxial, non-monotonic loading modes. Its macroscopic damage behaviour has been investigated experimentally in the past, mostly with the restriction of uniaxial cyclic loading experiments for different samples, which does not allow for the investigation of several load cases in the same sample as damage in one direction may affect the behaviour in other directions. Homogenised finite element models of whole bones have the potential to assess complicated scenarios and thus improve clinical predictions. The aim of this study is to use a homogenisation-based multiscale procedure to upscale the damage behaviour of bone from an assumed solid phase constitutive law and investigate its multiaxial behaviour for the first time. Twelve cubic specimens were each submitted to nine proportional strain histories by using a parallel code developed in-house. Evolution of post-elastic properties for trabecular bone was assessed for a small range of macroscopic plastic strains in these nine load cases. Damage evolution was found to be non-isotropic, and both damage and hardening were found to depend on the loading mode (tensile, compression or shear); both were characterised by linear laws with relatively high coefficients of determination. It is expected that the knowledge of the macroscopic behaviour of trabecular bone gained in this study will help in creating more precise continuum FE models of whole bones that improve clinical predictions.Entities:
Keywords: Damage; Finite element method; Multiscale modelling; Plasticity; Trabecular bone
Mesh:
Year: 2017 PMID: 28500359 PMCID: PMC5599493 DOI: 10.1007/s10237-017-0913-7
Source DB: PubMed Journal: Biomech Model Mechanobiol ISSN: 1617-7940
Fig. 1Definition of the macroscopic strain points with the damaged slopes; this is the compression case in direction 1 (i.e. ) for the densest sample (). The slope at 0.5% macroscopic strain norm is approximately 12% lower than the undamaged slope
Fig. 2Normalised orthotropic stiffness for all the samples, and for all the considered strain-controlled uniaxial load cases: tensile loading in direction 1(a), 2(b) and 3(c) (, and , respectively); compressive loading in direction 1(d), 2(e) and 3(f) (, and , respectively); and shear loading in plane 1–2(g), 1–3(h) and 2–3(i) (, and , respectively). The colour coding is on the basis of BV/TV and is used as a labelling mechanism. The points defined at 0.5% macroscopic strain norm have been considered in this figure
Values of the coefficients of determination , intercepts and slopes for the linear fits between damage and macroscopic strain norms, for each of the considered load cases
| Load case |
|
|
|
|
|
|
|
|
|
|
| 0.92 | 0.91 | 0.95 | 0.87 | 0.84 | 0.85 | 0.57 | 0.37 | 0.60 |
| Intercept (%) | 0.66 | 0.66 | 0.52 | 1.96 | 2.37 | 1.89 | 1.22 | 1.45 | 0.64 |
| Slope (%) | 832.7 | 874.4 | 880.0 | 1717.5 | 1726.6 | 1757.6 | 1211.3 | 1061.6 | 1101.5 |
Fig. 3Linear fits between damage and macroscopic strain norms, and the corresponding data points. The considered uniaxial strain-controlled load cases are: tensile loading in direction 1(a), 2(b) and 3(c) (, and , respectively); compressive loading in direction 1(d), 2(e) and 3(f) (, and , respectively); and shear loading in plane 1–2(g), 1–3(h) and 2–3(i) (, and , respectively)
Fig. 4Decrease in stiffness components for the most porous () and densest () samples due to tensile loading in direction 1 (i.e. ), and for all the considered macroscopic strain norm levels
Fig. 5Macroscopic yield stress norms for each of the considered load cases, for all the considered samples and for all the considered macroscopic strain norms (Str. stands for macroscopic strain norm). The considered uniaxial strain-controlled load cases are: tensile loading in direction 1(a), 2(b) and 3(c) (, and , respectively); compressive loading in direction 1(d), 2(e) and 3(f) (, and , respectively); and shear loading in plane 1–2(g), 1–3(h) and 2–3(i) (, and , respectively)
Values of the coefficient of determination and slopes for the linear fits between macroscopic yield stress norms, corresponding initial stiffness and macroscopic strain norms, for each of the considered load cases
| Load case |
|
|
|
|
|
|
|
|
|
|
| 0.98 | 0.94 | 0.90 | 0.97 | 0.91 | 0.81 | 0.94 | 0.77 | 0.85 |
| Slope with respect to initial stiffness | 3.73E−3 | 5.19E−3 | 3.40E−3 | 11.31E−3 | 17.44E−3 | 10.83E−3 | 8.29E−3 | 7.34E−3 | 8.94E−3 |
| Slope with respect to macroscopic strain norm (MPa) | 121.85 | 135.48 | 175.69 | 648.97 | 679.47 | 687.42 | 362.56 | 344.11 | 339.19 |
Fig. 6Macroscopic yield strains for each of the considered load cases, for all the considered samples and for all the considered macroscopic strain norms. The considered uniaxial strain-controlled load cases are: tensile loading in direction 1(a), 2(b) and 3(c) (, and , respectively); compressive loading in direction 1(d), 2(e) and 3(f) (, and , respectively); and shear loading in plane 1–2(g), 1–3(h) and 2–3(i) (, and , respectively)
Values of the coefficient of determination and slopes for the linear fits between macroscopic yield strain norms and macroscopic strain norms, for each of the considered load cases
| Load case |
|
|
|
|
|
|
|
|
|
|
| 0.85 | 0.98 | 0.88 | 0.70 | 0.88 | 0.65 | 0.48 | 0.30 | 0.63 |
| Slope with respect to macroscopic strain norm | 1.21 | 1.18 | 1.07 | 2.06 | 2.00 | 1.81 | 1.91 | 1.79 | 1.59 |