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2018
DOI: 10.1002/nme.5909
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A phase field model for stress‐based evolution of load‐bearing structures

Abstract: Summary We present a continuum‐type optimality algorithm for the evolution of load‐bearing solid structures with linear elastic material. The objective of our model is to generate structures with help of a sensitivity function accounting for equivalent stress. Similar to Evolutionary Structural Optimization, a threshold of equivalent stress is evaluated. However, we do not consider a material rejection ratio. The evolution process is governed by an Allen‐Cahn equation in the context of phase field modeling. Th… Show more

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Cited by 7 publications
(5 citation statements)
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“…While the linear and cubic functions satisfy equation ( 33) perfectly, however, the tangent hyperbolicus function does not. If θ = 14 a residual error of 1 − h tanh (φ = 1) = h tanh (φ = 0) ≈ 10 −6 remains [38].…”
Section: Khachaturyan Approachmentioning
confidence: 99%
“…While the linear and cubic functions satisfy equation ( 33) perfectly, however, the tangent hyperbolicus function does not. If θ = 14 a residual error of 1 − h tanh (φ = 1) = h tanh (φ = 0) ≈ 10 −6 remains [38].…”
Section: Khachaturyan Approachmentioning
confidence: 99%
“…To compare results between standard FEM and IGA, we restrict ourself to linear strain ε = SymGrad[u] as proposed in [5,6]. However, we refer to [7,8], if Green or Cosserat strain is of interest.…”
Section: The Phase Field Modelmentioning
confidence: 99%
“…However, we find out, that in some cases where singularities occur, the order parameter φ can exceed its valid range. We suggest therefore another interpolation function such as in [2] with the properties s(φ ≤ 0) ≈ 0 and s(φ ≥ 1) ≈ 1. Compared to a linear interpolation exceeding has no effect on the energy landscape, which in turn means the order parameter will stay in its valid range.…”
Section: Remarksmentioning
confidence: 99%