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Numerical investigation of stiffness and buckling response of simple and optimized infill structures
Numerical investigation of stiffness and buckling response of simple and optimized infill structures
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Numerical investigation of stiffness and buckling response of simple and optimized infill structures
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Numerical investigation of stiffness and buckling response of simple and optimized infill structures
Numerical investigation of stiffness and buckling response of simple and optimized infill structures

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Numerical investigation of stiffness and buckling response of simple and optimized infill structures
Numerical investigation of stiffness and buckling response of simple and optimized infill structures
Journal Article

Numerical investigation of stiffness and buckling response of simple and optimized infill structures

2020
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Overview
This study systematically investigates stiffness and buckling response of finite structures consisting of repeated unit cells of a reference truss lattice microstructure and a topology optimized microstructure with enhanced buckling strength. Structural stability is evaluated using linear buckling, nonlinear pre-buckling, and post-buckling analyses, subjected to two benchmark loading cases representing uniaxial compression and shear loading. Numerical results indicate that geometric and material nonlinearities play a surprisingly small role in uniaxial loading, whereas strong effects are seen for the shear loading case for which the microstructure was not optimized.