| Literature DB >> 29589168 |
Shuqiao Xie1, Robert J Wallace2, Anthony Callanan1, Pankaj Pankaj3.
Abstract
Trabecular bone is a cellular composite material comprising primarily of mineral and organic phases with their content ratio known to change with age. Therefore, the contribution of bone constituents on bone's mechanical behaviour, in tension and compression, at varying load levels and with changing porosity (which increases with age) is of great interest, but remains unknown. We investigated the mechanical response of demineralised bone by subjecting a set of bone samples to fully reversed cyclic tension-compression loads with varying magnitudes. We show that the tension to compression response of the organic phase of trabecular bone is asymmetric; it stiffens in tension and undergoes stiffness reduction in compression. Our results indicate that demineralised trabecular bone struts experience inelastic buckling under compression which causes irreversible damage, while irreversible strains due to microcracking are less visible in tension. We also identified that the values of this asymmetric mechanical response is associated to the original bone volume ratio (BV/TV).Entities:
Keywords: Bone volume ratio; Demineralised bone; Inelastic buckling; Stiffness reduction
Mesh:
Year: 2018 PMID: 29589168 PMCID: PMC5934460 DOI: 10.1007/s10439-018-2009-7
Source DB: PubMed Journal: Ann Biomed Eng ISSN: 0090-6964 Impact factor: 3.934
Figure 1Experiment set up and load application. Schematic diagram of the test sample set up (a) and loading cycles applied (b).
Figure 2The stress–strain loops for demineralised trabecular bone samples under fully reversed tension–compression cyclic loading. Curve for samples tested at load level 1 (0.2 N) (a) and load level 5 (1 N) (b) for the first cycle of loading. Comparison of all load levels for samples with BV/TV = 21% (c) and BV/TV = 32% (d). For clarity only the response to the first (solid line) and the fifth (dotted line) loading cycles are shown for each load level. Inset shows load application.
Figure 3Definition of terms: and are the peak strains at the end of a loading cycle in tension and compression respectively. The secant moduli represent four different slopes for one complete cycle with subscripts ‘t’ and ‘c’ denoting tension and compression respectively, and the superscripts representing loading and unloading branches. DSEDT and DSEDC represent dissipated strain energy in tension and compression, respectively.
Figure 4Ratcheting strain for one typical sample (a), and with variation in BV/TV (b). (a) Ratcheting strain in each load cycle for BV/TV = 21%, (b) Ratcheting strain for all samples in first load cycle.
Figure 5Dissipated strain energy density in tension and compression with varying load levels for all 5 samples. DSEDT (a) and DSEDC (b).
Figure 6Secant moduli for two samples. BV/TV = 21% (a) and BV/TV = 32% (b).