2010
DOI: 10.1016/j.jbiomech.2009.10.016
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In vitro bone growth responds to local mechanical strain in three-dimensional polymer scaffolds

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Cited by 47 publications
(46 citation statements)
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References 30 publications
(29 reference statements)
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“…Such an approach is used by El Haj and coworkers within a bioreactor system that comprises a cell-seeded poly(L-lactic acid) (PLLA) scaffold (depicted in Figure 2(a)), through which culture medium is perfused (El Haj et al, 1990;Baas et al, 2010). We employ data obtained from µCT scans of such a PLLA scaffold to define our periodic microscale domain Ω ; in this context, the microscale growth embodied by (3.30) represents ECM deposition and/or mineralisation on the pore surface by a cell population seeded within the scaffold.…”
Section: Microscale Geometrymentioning
confidence: 99%
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“…Such an approach is used by El Haj and coworkers within a bioreactor system that comprises a cell-seeded poly(L-lactic acid) (PLLA) scaffold (depicted in Figure 2(a)), through which culture medium is perfused (El Haj et al, 1990;Baas et al, 2010). We employ data obtained from µCT scans of such a PLLA scaffold to define our periodic microscale domain Ω ; in this context, the microscale growth embodied by (3.30) represents ECM deposition and/or mineralisation on the pore surface by a cell population seeded within the scaffold.…”
Section: Microscale Geometrymentioning
confidence: 99%
“…Figure 2(b) indicates a typical two-dimensional section of the scaffold, together with our chosen computational domain. The porosity of such a scaffold is Φ f = 0.9 (Baas et al, 2010) and we choose the relative areas of Ω f and Ω s in our computational domain to reflect this. When such a scaffold is seeded with human bone cells and cultured for four weeks, deposition of extracellular materials and subsequent mineralisation reduce the porosity by approximately 2% to Φ f ≈ 0.88 (data omitted; see Baas et al (2010) for details).…”
Section: Microscale Geometrymentioning
confidence: 99%
“…On the basis of the results stated in Sections 3.1 & 3.2, we now proceed with the stability and error analysis of the DGFEM defined in (5). To this end, following the work presented in [40], we begin by defining the following extensions of the forms B Diff (·, ·) and F Diff (·): …”
Section: Error Analysis Of the Dgfemmentioning
confidence: 99%
“…The fine mesh which accurately describes Ω is generated based on image data supplied by Prof. El Haj & Dr. Kuiper. Here, only a coarse model has been employed; a more detailed description of the scaffold geometry is presented in the articles [4,5]. However, even for this 'coarse' model, the underlying fine finite element mesh consists of 15.8 million elements.…”
Section: Example 2: Flow Past a 3d Scaffold Geometrymentioning
confidence: 99%
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