Numerical simulation of the fatigue behavior of additive manufactured titanium porous lattice structures

In this paper, the effects of cell geometry and relative density on the high-cycle fatigue behavior of Titanium scaffolds produced by selective laser melting and electron beam melting techniques were numerically investigated by finite element analysis. The regular titanium lattice samples with three...

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Veröffentlicht in:Materials Science & Engineering C 2016-03, Vol.60, p.339-347
Hauptverfasser: Zargarian, A., Esfahanian, M., Kadkhodapour, J., Ziaei-Rad, S.
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Sprache:eng
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Zusammenfassung:In this paper, the effects of cell geometry and relative density on the high-cycle fatigue behavior of Titanium scaffolds produced by selective laser melting and electron beam melting techniques were numerically investigated by finite element analysis. The regular titanium lattice samples with three different unit cell geometries, namely, diamond, rhombic dodecahedron and truncated cuboctahedron, and the relative density range of 0.1–0.3 were analyzed under uniaxial cyclic compressive loading. A failure event based algorithm was employed to simulate fatigue failure in the cellular material. Stress-life approach was used to model fatigue failure of both bulk (struts) and cellular material. The predicted fatigue life and the damage pattern of all three structures were found to be in good agreement with the experimental fatigue investigations published in the literature. The results also showed that the relationship between fatigue strength and cycles to failure obeyed the power law. The coefficient of power function was shown to depend on relative density, geometry and fatigue properties of the bulk material while the exponent was only dependent on the fatigue behavior of the bulk material. The results also indicated the failure surface at an angle of 45° to the loading direction. [Display omitted] •Numerical simulation was used to predict fatigue behavior of titanium scaffolds.•Good agreement between numerical and experimental results•S–N curves obeyed the power law.•Fatigue strength of scaffolds was proportional to their Young's modulus.•Failure surface of scaffolds was inclined at an angle of 45° to loading.
ISSN:0928-4931
1873-0191
DOI:10.1016/j.msec.2015.11.054