Journal of Samara State Technical University, Ser. Physical and Mathematical Sciences, Tome 116 (2008) no. 1, pp. 157-160
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E. V. Bashkinova. Mathematical modeling of long durability of thick-walled pipes on the basis of concept the integral-average equivalent pressure. Journal of Samara State Technical University, Ser. Physical and Mathematical Sciences, Tome 116 (2008) no. 1, pp. 157-160. http://geodesic.mathdoc.fr/item/VSGTU_2008_116_1_a23/
@article{VSGTU_2008_116_1_a23,
author = {E. V. Bashkinova},
title = {Mathematical modeling of long durability of thick-walled pipes on the basis of concept the integral-average equivalent pressure},
journal = {Journal of Samara State Technical University, Ser. Physical and Mathematical Sciences},
pages = {157--160},
year = {2008},
volume = {116},
number = {1},
language = {ru},
url = {http://geodesic.mathdoc.fr/item/VSGTU_2008_116_1_a23/}
}
TY - JOUR
AU - E. V. Bashkinova
TI - Mathematical modeling of long durability of thick-walled pipes on the basis of concept the integral-average equivalent pressure
JO - Journal of Samara State Technical University, Ser. Physical and Mathematical Sciences
PY - 2008
SP - 157
EP - 160
VL - 116
IS - 1
UR - http://geodesic.mathdoc.fr/item/VSGTU_2008_116_1_a23/
LA - ru
ID - VSGTU_2008_116_1_a23
ER -
%0 Journal Article
%A E. V. Bashkinova
%T Mathematical modeling of long durability of thick-walled pipes on the basis of concept the integral-average equivalent pressure
%J Journal of Samara State Technical University, Ser. Physical and Mathematical Sciences
%D 2008
%P 157-160
%V 116
%N 1
%U http://geodesic.mathdoc.fr/item/VSGTU_2008_116_1_a23/
%G ru
%F VSGTU_2008_116_1_a23
The generalized model of long durability construction's elements on the basis of integral-average equivalent stresses is offered. It is shown, that integral-average equivalent stresses are practically invariant sizes during deformation of a pipe from elastic (elastoplastic) conditions down to fracture. Results developed a generalized model for thick-walled pipes are resulted at creep for one-parametrical loading with use of various kinds integral-average equivalent stress are given. Check of adequacy calculation's data to experimental data is executed.