Optimization of the shape of axisymmetric shells

Ivan Hlaváček

Aplikace matematiky (1983)

  • Volume: 28, Issue: 4, page 269-294
  • ISSN: 0862-7940

Abstract

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Axisymmetric thin elastic shells of constant thickness are considered and the meridian curves of their middle surfaces taken for the design variable. Admissible functions are smooth curves of a given length, which are uniformly bounded together with their first and second derivatives, and such that the shell contains a given volume. The loading consists of the hydrostatic pressure of a liquid, the shell's own weight and the internal or external pressure. As the cost functional, the integral of the second invariant of the stress deviator on both surfaces of the shell is chosen. Existence of an optimal design is proved on an abstract level. Approximate optimal design problems are defined and convergence of their solutions studied in detail.

How to cite

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Hlaváček, Ivan. "Optimization of the shape of axisymmetric shells." Aplikace matematiky 28.4 (1983): 269-294. <http://eudml.org/doc/15306>.

@article{Hlaváček1983,
abstract = {Axisymmetric thin elastic shells of constant thickness are considered and the meridian curves of their middle surfaces taken for the design variable. Admissible functions are smooth curves of a given length, which are uniformly bounded together with their first and second derivatives, and such that the shell contains a given volume. The loading consists of the hydrostatic pressure of a liquid, the shell's own weight and the internal or external pressure. As the cost functional, the integral of the second invariant of the stress deviator on both surfaces of the shell is chosen. Existence of an optimal design is proved on an abstract level. Approximate optimal design problems are defined and convergence of their solutions studied in detail.},
author = {Hlaváček, Ivan},
journal = {Aplikace matematiky},
keywords = {computer aided design; existence of optimal control; axisymmetric thin elastic shells; constant thickness; meridian curves of middle surfaces taken for designe variable; given volume; own weight loading; hydrostatic pressure of liquid; external or internal pressure; cost functional is second invariant of stress deviator; Banach space; existence of solution; convergence; computer aided design; existence of optimal control; axisymmetric thin elastic shells; constant thickness; meridian curves of middle surfaces taken for designe variable; given volume; own weight loading; hydrostatic pressure of liquid; external or internal pressure; cost functional is second invariant of stress deviator; Banach space; existence of solution; convergence},
language = {eng},
number = {4},
pages = {269-294},
publisher = {Institute of Mathematics, Academy of Sciences of the Czech Republic},
title = {Optimization of the shape of axisymmetric shells},
url = {http://eudml.org/doc/15306},
volume = {28},
year = {1983},
}

TY - JOUR
AU - Hlaváček, Ivan
TI - Optimization of the shape of axisymmetric shells
JO - Aplikace matematiky
PY - 1983
PB - Institute of Mathematics, Academy of Sciences of the Czech Republic
VL - 28
IS - 4
SP - 269
EP - 294
AB - Axisymmetric thin elastic shells of constant thickness are considered and the meridian curves of their middle surfaces taken for the design variable. Admissible functions are smooth curves of a given length, which are uniformly bounded together with their first and second derivatives, and such that the shell contains a given volume. The loading consists of the hydrostatic pressure of a liquid, the shell's own weight and the internal or external pressure. As the cost functional, the integral of the second invariant of the stress deviator on both surfaces of the shell is chosen. Existence of an optimal design is proved on an abstract level. Approximate optimal design problems are defined and convergence of their solutions studied in detail.
LA - eng
KW - computer aided design; existence of optimal control; axisymmetric thin elastic shells; constant thickness; meridian curves of middle surfaces taken for designe variable; given volume; own weight loading; hydrostatic pressure of liquid; external or internal pressure; cost functional is second invariant of stress deviator; Banach space; existence of solution; convergence; computer aided design; existence of optimal control; axisymmetric thin elastic shells; constant thickness; meridian curves of middle surfaces taken for designe variable; given volume; own weight loading; hydrostatic pressure of liquid; external or internal pressure; cost functional is second invariant of stress deviator; Banach space; existence of solution; convergence
UR - http://eudml.org/doc/15306
ER -

References

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  1. O. C. Zienkiewicz, The finite element method in Engineering Science, Mc Graw Hill, London 1971. (1971) Zbl0237.73071MR0315970
  2. J. Nečas I. Hlaváček, Mathematical theory of elastic and elasto-plastic bodies, Elsevier, Amsterdam 1981. (1981) 
  3. J. M. Boisserie R. Glowinski, 10.1016/0045-7949(78)90176-1, Computers & Structures, 8 (1978), 331 - 343. (1978) DOI10.1016/0045-7949(78)90176-1
  4. J. H. Ahlberg E. N. Nilson J. L. Walsh, The theory of splines and their applications, Academic Press, New York 1967. (Russian translation - Mir, Moskva 1972.) (1967) MR0239327
  5. Š. B. Stečkin, Ju. N. Subbotin, Splines in numerical mathematics, (Russian). Nauka, Moskva 1976. (1976) MR0455278
  6. J. Céa, Optimisation, théorie et algorithmes, Dunod, Paris 1971. (1971) MR0298892

Citations in EuDML Documents

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  1. Ján Lovíšek, Optimal control of variational inequality with applications to axisymmetric shells
  2. Jan Chleboun, Optimal design of an elastic beam on an elastic basis
  3. Jan Brandts, Michal Křížek, Ivan Hlaváček is seventy-five
  4. Petr Salač, Shape optimization of elastic axisymmetric plate on an elastic foundation
  5. Ivan Hlaváček, Michal Křížek, Weight minimization of elastic bodies weakly supporting tension. II. Domains with two curved sides
  6. Ivan Hlaváček, Raino Mäkinen, On the numerical solution of axisymmetric domain optimization problems
  7. Ivan Hlaváček, Michal Křížek, Weight minimization of elastic bodies weakly supporting tension. I. Domains with one curved side

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