Optimal Design of an Elastic Circular Plate on a Unilateral Elastic Foundation. I: Continuous Problems

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F46747885%3A24510%2F02%3A00000007" target="_blank" >RIV/46747885:24510/02:00000007 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

Optimal Design of an Elastic Circular Plate on a Unilateral Elastic Foundation. I: Continuous Problems

Original language description

An elastic simply supported axisymmetric plate, resting on a unilateral elastic foundation, is considered. The design variables are taken to be the thickness of the plate and the stiffness of the unilateral foundation. The cost functionals are the integral of the intensity intensity of shear stress at the extreme fiberes of the elastic plate and the norm in the weighted Sobolev space of the deflection curve of radius. The existence of solution of the optimization problems of the state problems is proved.

Czech name

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Czech description

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Type

J_x - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)

CEP classification

BA - General mathematics

OECD FORD branch

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Project

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Continuities

Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year

2002

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Name of the periodical

Z. Angew. Math. Mech.

ISSN

0044-2267

e-ISSN

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Volume of the periodical

82

Issue of the periodical within the volume

1

Country of publishing house

DE - GERMANY

Number of pages

12

Pages from-to

21-32

UT code for WoS article

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EID of the result in the Scopus database

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