2007
DOI: 10.1016/j.cma.2006.09.021
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Topology optimization using a mixed formulation: An alternative way to solve pressure load problems

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Cited by 178 publications
(146 citation statements)
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“…Recently, it has also been demonstrated that by varying the shear modulus G and the bulk modulus K, the acoustic domain and the structural domain can be described simultaneously [22,23,28]; see Table 1 or reference [7]. Compared to a segregated analysis procedure, a disadvantage of the mixed displacement/pressure formulation is the increased system size due to the additional primary variables, which is significant especially for three dimensional problems.…”
Section: Basic Principles Of the Mixed Finite Element Formulationmentioning
confidence: 99%
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“…Recently, it has also been demonstrated that by varying the shear modulus G and the bulk modulus K, the acoustic domain and the structural domain can be described simultaneously [22,23,28]; see Table 1 or reference [7]. Compared to a segregated analysis procedure, a disadvantage of the mixed displacement/pressure formulation is the increased system size due to the additional primary variables, which is significant especially for three dimensional problems.…”
Section: Basic Principles Of the Mixed Finite Element Formulationmentioning
confidence: 99%
“…In [7], a mixed formulation was used to solve topology optimization problems with pressure loads, however, to our knowledge, this paper is the first to employ the mixed displacement/pressure formulation for topology optimization of acoustic-structure interaction problems.…”
Section: A Mixed Finite Element Formulation For Acoustic-structure Inmentioning
confidence: 99%
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