Abstract

We propose a topology optimization method for design of transversely isotropic elastic continua subject to high-cycle fatigue. The method is applicable to design of additive manufactured components, where transverse isotropy is often manifested in the form of a lower Young’s modulus but a higher fatigue strength in the build direction. The fatigue constraint is based on a continuous-time model in the form of ordinary differential equations governing the time evolution of fatigue damage at each point in the design domain. Such evolution occurs when the stress state lies outside a so-called endurance surface that moves in stress space depending on the current stress and a back-stress tensor. Pointwise bounds on the fatigue damage are approximated using a smooth aggregation function, and the fatigue sensitivities are determined by the adjoint method. Several problems where the objective is to minimize mass are solved numerically. The problems involve non-periodic proportional and non-proportional load histories. Two alloy steels, AISI-SAE 4340 and 34CrMo6, are treated and the respective as well as the combined impact of transversely isotropic elastic and fatigue properties on the design are compared.

Highlights

  • Additive manufacturing (AM) is a versatile manufacturing process in which a structural component is fabricated layer-by-layer from digital information

  • It has been observed that Ti6Al4V tensile test specimens built using electron beam melting have superior strength and elastic moduli in flat-built specimens compared with top-built specimens (Ladani et al 2014), and according to Kumara et al (2018) the AM material alloy 718 exhibits transversely isotropic elastic properties with the lowest Young’s modulus value in the build direction

  • AM components used with as-built surface condition has significantly worse fatigue-life compared with a post surface finish AM components

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Summary

Introduction

The properties of AM-fabricated components are anisotropic due to the layer-wise generation. We incorporate a continuous-time HCF model, in which the stresses are decomposed into longitudinal and transverse directions (Holopainen et al 2016) This HCF model can handle arbitrary load histories, including non-proportional loads, without use of any cycle-counting algorithm. Considering transversely isotropic material properties, we set the lowest Young’s modulus value in the build direction and evaluate the stress history from an anisotropic elastic analysis. These stresses are used in the transversely isotropic HCF model to compute the total accumulated fatigue damage by solving the ODEs of the damage and back-stress

Continuous-time fatigue model
Transversely isotropic HC fatigue model
Discretization
Optimization problem formulation
Numerical examples
T-shaped beam with non-periodic proportional load history
L-shaped beam with non-proportional load history
Conclusion
Findings
Compliance with ethical standards
Full Text
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