Modification of the iterative method for solvinglinear viscoelasticity boundary value problems and itsimplementation by the finite element method; Acta Mechanica; Vol. 229, Iss. 6

Bibliographic Details
Parent link:Acta Mechanica: Scientific Journal
Vol. 229, Iss. 6.— 2017.— [P. 2539-2559]
Main Author: Svetashkov A. A. Aleksandr Andreevich
Other Authors: Kupriyanov N. A. Nikolay Amvrosievich, Manabaev K. K. Kairat Kamitovich
Summary:Title screen
The problem of structural design of polymeric and composite viscoelastic materials is currently ofgreat interest. The development of new methods of calculation of the stress–strain state of viscoelastic solidsis also a current mathematical problem, because when solving boundary value problems one needs to considerthe full history of exposure to loads and temperature on the structure. The article seeks to build an iterativealgorithm for calculating the stress–strain state of viscoelastic structures, enabling a complete separation of timeand space variables, thereby making it possible to determine the stresses and displacements at any time withoutregard to the loading history. It presents a modified theoretical basis of the iterative algorithm and providesanalytical solutions of variational problems based on which the measure of the rate of convergence of theiterative process is determined. It also presents the conditions for the separation of space and time variables.The formulation of the iterative algorithm, convergence rate estimates, numerical computation results, andcomparisons with exact solutions are provided in the tension plate problem example
Language:English
Published: 2017
Subjects:
Online Access:https://doi.org/10.1007/s00707-018-2129-z
Format: Electronic Book Chapter
KOHA link:https://koha.lib.tpu.ru/cgi-bin/koha/opac-detail.pl?biblionumber=658571

MARC

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330 |a The problem of structural design of polymeric and composite viscoelastic materials is currently ofgreat interest. The development of new methods of calculation of the stress–strain state of viscoelastic solidsis also a current mathematical problem, because when solving boundary value problems one needs to considerthe full history of exposure to loads and temperature on the structure. The article seeks to build an iterativealgorithm for calculating the stress–strain state of viscoelastic structures, enabling a complete separation of timeand space variables, thereby making it possible to determine the stresses and displacements at any time withoutregard to the loading history. It presents a modified theoretical basis of the iterative algorithm and providesanalytical solutions of variational problems based on which the measure of the rate of convergence of theiterative process is determined. It also presents the conditions for the separation of space and time variables.The formulation of the iterative algorithm, convergence rate estimates, numerical computation results, andcomparisons with exact solutions are provided in the tension plate problem example 
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463 |t Vol. 229, Iss. 6  |v [P. 2539-2559]  |d 2017 
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701 1 |a Kupriyanov  |b N. A.  |c specialist in the field of materials science  |c Associate Professor of Tomsk Polytechnic University, candidate of technical sciences  |f 1951-  |g Nikolay Amvrosievich  |3 (RuTPU)RU\TPU\pers\36302  |9 19376 
701 1 |a Manabaev  |b K. K.  |c physicist  |c Associate Professor of Tomsk Polytechnic University, Candidate of Physical and Mathematical Sciences  |f 1985-  |g Kairat Kamitovich  |3 (RuTPU)RU\TPU\pers\36301  |4 070  |9 19375 
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