Reliable computation and local mesh adaptivity in limit analysis
Sysala, Stanislav; Haslinger, Jaroslav; Repin, Sergey
- Programs and Algorithms of Numerical Mathematics, Publisher: Institute of Mathematics CAS(Prague), page 149-158
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topSysala, Stanislav, Haslinger, Jaroslav, and Repin, Sergey. "Reliable computation and local mesh adaptivity in limit analysis." Programs and Algorithms of Numerical Mathematics. Prague: Institute of Mathematics CAS, 2019. 149-158. <http://eudml.org/doc/294901>.
@inProceedings{Sysala2019,
abstract = {The contribution is devoted to computations of the limit load for a perfectly plastic model with the von Mises yield criterion. The limit factor of a prescribed load is defined by a specific variational problem, the so-called limit analysis problem. This problem is solved in terms of deformation fields by a penalization, the finite element and the semismooth Newton methods. From the numerical solution, we derive a guaranteed upper bound of the limit factor. To achieve more accurate results, a local mesh adaptivity is used.},
author = {Sysala, Stanislav, Haslinger, Jaroslav, Repin, Sergey},
booktitle = {Programs and Algorithms of Numerical Mathematics},
keywords = {limit analysis; von Mises yield criterion; penalization; finite element method; Newton-like method; local mesh adaptivity},
location = {Prague},
pages = {149-158},
publisher = {Institute of Mathematics CAS},
title = {Reliable computation and local mesh adaptivity in limit analysis},
url = {http://eudml.org/doc/294901},
year = {2019},
}
TY - CLSWK
AU - Sysala, Stanislav
AU - Haslinger, Jaroslav
AU - Repin, Sergey
TI - Reliable computation and local mesh adaptivity in limit analysis
T2 - Programs and Algorithms of Numerical Mathematics
PY - 2019
CY - Prague
PB - Institute of Mathematics CAS
SP - 149
EP - 158
AB - The contribution is devoted to computations of the limit load for a perfectly plastic model with the von Mises yield criterion. The limit factor of a prescribed load is defined by a specific variational problem, the so-called limit analysis problem. This problem is solved in terms of deformation fields by a penalization, the finite element and the semismooth Newton methods. From the numerical solution, we derive a guaranteed upper bound of the limit factor. To achieve more accurate results, a local mesh adaptivity is used.
KW - limit analysis; von Mises yield criterion; penalization; finite element method; Newton-like method; local mesh adaptivity
UR - http://eudml.org/doc/294901
ER -
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