2002
DOI: 10.1002/1521-4001(200201)82:1<21::aid-zamm21>3.0.co;2-e
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Optimal Design of an Elastic Circular Plate on a Unilateral Elastic Foundation. I: Continuous Problems

Abstract: Es wird eine elastisch frei gestützte axialsymmetrische Platte auf einer einseitig‐elastischen Unterlage untersucht. Als Design‐Variable werden die Dicke der Platte und die Steifheit der einseitigen Unterlage genommen. Die Dicke, die Steifheit und ihre ersten partiellen Ableitungen sind begrenzt. Die Belastung besteht aus der in der Mitte der Platte konzentrierten Kraft, aus den auf den Kreisen konzentrierten Kräften, aus der rotationssymmetrischen Belastung sowie aus dem eigenen Gewicht der Platte. Die Zweckf… Show more

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Cited by 3 publications
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“…(for the proof -see Salač [9] -Lemma 4.4). We observe that y ∈ V u , so that by (i) there exists a sequence {y n } such that y n ∈ Z u and y n → y in H 1 (Ω, Θ r ).…”
Section: Wwwzamm-journalorgmentioning
confidence: 99%
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“…(for the proof -see Salač [9] -Lemma 4.4). We observe that y ∈ V u , so that by (i) there exists a sequence {y n } such that y n ∈ Z u and y n → y in H 1 (Ω, Θ r ).…”
Section: Wwwzamm-journalorgmentioning
confidence: 99%
“…Since the embedding of H 2 (Ω, ρ r ) into C(Ω) is compact (see [9] -Lemma 4.5), w n → w in C(Ω). Passing to the limit in the conditions…”
Section: Wwwzamm-journalorgmentioning
confidence: 99%
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“…Recently the problem of fitting of thin plates solved in [3,4,5,6,7] finds wide use in automatic production of jumbo flat glass, in car industry, in architecture and in other fields. The aim is to minimize stress on plate such that it is not damaged or even destruction according to its specific material properties.…”
Section: Introductionmentioning
confidence: 99%