Weight minimization of elastic bodies weakly supporting tension. I. Domains with one curved side
Applications of Mathematics (1992)
- Volume: 37, Issue: 3, page 201-240
- ISSN: 0862-7940
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topHlaváček, Ivan, and Křížek, Michal. "Weight minimization of elastic bodies weakly supporting tension. I. Domains with one curved side." Applications of Mathematics 37.3 (1992): 201-240. <http://eudml.org/doc/15711>.
@article{Hlaváček1992,
abstract = {Shape optimization of a two-dimensional elastic body is considered, provided the material is weakly supporting tension. The problem generalizes that of a masonry dam subjected to its own weight and to the hydrostatic presure. Existence of an optimal shape is proved. Using a penalty method and finite element technique, approximate solutions are proposed and their convergence is analyzed.},
author = {Hlaváček, Ivan, Křížek, Michal},
journal = {Applications of Mathematics},
keywords = {existence; masonry dam; hydrostatic pressure; penalty method; convergence; shape optimization; weight minimization; finite elements; existence; masonry dam; hydrostatic pressure; penalty method; convergence},
language = {eng},
number = {3},
pages = {201-240},
publisher = {Institute of Mathematics, Academy of Sciences of the Czech Republic},
title = {Weight minimization of elastic bodies weakly supporting tension. I. Domains with one curved side},
url = {http://eudml.org/doc/15711},
volume = {37},
year = {1992},
}
TY - JOUR
AU - Hlaváček, Ivan
AU - Křížek, Michal
TI - Weight minimization of elastic bodies weakly supporting tension. I. Domains with one curved side
JO - Applications of Mathematics
PY - 1992
PB - Institute of Mathematics, Academy of Sciences of the Czech Republic
VL - 37
IS - 3
SP - 201
EP - 240
AB - Shape optimization of a two-dimensional elastic body is considered, provided the material is weakly supporting tension. The problem generalizes that of a masonry dam subjected to its own weight and to the hydrostatic presure. Existence of an optimal shape is proved. Using a penalty method and finite element technique, approximate solutions are proposed and their convergence is analyzed.
LA - eng
KW - existence; masonry dam; hydrostatic pressure; penalty method; convergence; shape optimization; weight minimization; finite elements; existence; masonry dam; hydrostatic pressure; penalty method; convergence
UR - http://eudml.org/doc/15711
ER -
References
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