作者: Magali Cruel , Morad Bensidhoum , Cécile Nouguier-Lehon , Olivier Dessombz , Pierre Becquart
DOI: 10.1089/TEN.TEC.2014.0648
关键词: Discrete element method 、 Flow (psychology) 、 Materials science 、 Computational fluid dynamics 、 Shear strength (soil) 、 Shear stress 、 Mechanics 、 Numerical analysis 、 Stress (mechanics) 、 Fluid dynamics
摘要: Controlling the mechanical environment in bioreactors represents a key element reactors' optimization. Positive effects of fluid flow three-dimensional have been observed, but local stresses at cell scale remain unknown. These led to development numerical tools assess micromechanical cells bioreactors. Recently, new possible scaffold geometry has emerged: granular packings. In present study, primary goal was compare efficiency such other ones from literature terms wall shear stress levels and distributions. To that aim, three different types packings were generated through discrete method, computational dynamics used simulate within these Shear distributions determined. A linear relationship between inlet velocity its slope similar published data. The normalized independent highly comparable those widely porous scaffolds. Granular features more classical scaffolds advantage being easy manipulate seed. methods this work are generalizable study packing configurations.