2021
DOI: 10.1016/j.cad.2021.103073
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Two-Scale Optimization and Generation of Anisotropic Cellular Designs in the Context of Additive Manufacturing

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Cited by 5 publications
(2 citation statements)
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“…Additionally, in the case study of AM bridge piers, by relating the DfAM parameters to the estimated moment-curvature curves, the seismic performance of a bridge pier analyzed by finite element method was achievable [119]. Vu et al [96] advocated that optimized micro-structures could be selfsupporting only in particular instances, such as when the load was equally distributed, and the micro-structures were anisotropic. Moreover, Morin and Kim [128] assessed the topology optimization of AM element for DfAM when build area was limited.…”
mentioning
confidence: 99%
“…Additionally, in the case study of AM bridge piers, by relating the DfAM parameters to the estimated moment-curvature curves, the seismic performance of a bridge pier analyzed by finite element method was achievable [119]. Vu et al [96] advocated that optimized micro-structures could be selfsupporting only in particular instances, such as when the load was equally distributed, and the micro-structures were anisotropic. Moreover, Morin and Kim [128] assessed the topology optimization of AM element for DfAM when build area was limited.…”
mentioning
confidence: 99%
“…Additionally, in the case study of AM bridge piers, by relating the DfAM parameters to the estimated moment-curvature curves, the seismic performance of a bridge pier analyzed by finite element method was achievable [119]. Vu et al [96] advocated that optimized micro-structures could be self-supporting only in particular instances, such as when the load is equally distributed and the micro-structures were anisotropic. Moreover, Morin and Kim [126] assessed the topology optimization of AM element for DfAM when build area is limited.…”
mentioning
confidence: 99%