Generalization of the variable separation method for solving boundary value problems of linear viscoelasticity of kinds I and III; Acta Mechanica; Vol. 235, iss. 6

Opis bibliograficzny
Parent link:Acta Mechanica.— .— New York: Springer Science+Business Media LLC.
Vol. 235, iss. 6.— 2024.— P. 3573-3589
1. autor: Svetashkov A. A. Aleksandr Andreevich
Korporacja: National Research Tomsk Polytechnic University (570)
Kolejni autorzy: Kupriyanov N. A. Nikolay Amvrosievich, Pavlov M. S. Mikhail Sergeevich
Streszczenie:Title screen
At present, structural analysis of polymer composite materials is a highly relevant issue. The complexity of taking into account the viscoelastic stress–strain dependence and the time-dependent distribution of stress–strain state parameters over the volume occupied by a solid is a limiting factor. The relevance and demand for new efficient methods of mathematical modeling of creep and relaxation processes in viscoelastic structures are obvious. The aim of this work is to verify and validate the method for solving boundary value problems of a linear viscoelastic solid. The proposed approach is based on the formulation of the generalized principle of correspondence between elastic and viscoelastic problems, according to which a viscoelastic solution can be obtained by replacing elastic constants by some time functions, which are hereinafter called time-effective moduli. The results derived from the theoretical validation and the solution of several problems suggest that the proposed method can be used for solving problems on the stress–strain state of viscoelastic structures.
Текстовый файл
AM_Agreement
Język:angielski
Wydane: 2024
Hasła przedmiotowe:
Dostęp online:https://doi.org/10.1007/s00707-024-03895-1
Format: Elektroniczne Rozdział
KOHA link:https://koha.lib.tpu.ru/cgi-bin/koha/opac-detail.pl?biblionumber=673437

MARC

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330 |a At present, structural analysis of polymer composite materials is a highly relevant issue. The complexity of taking into account the viscoelastic stress–strain dependence and the time-dependent distribution of stress–strain state parameters over the volume occupied by a solid is a limiting factor. The relevance and demand for new efficient methods of mathematical modeling of creep and relaxation processes in viscoelastic structures are obvious. The aim of this work is to verify and validate the method for solving boundary value problems of a linear viscoelastic solid. The proposed approach is based on the formulation of the generalized principle of correspondence between elastic and viscoelastic problems, according to which a viscoelastic solution can be obtained by replacing elastic constants by some time functions, which are hereinafter called time-effective moduli. The results derived from the theoretical validation and the solution of several problems suggest that the proposed method can be used for solving problems on the stress–strain state of viscoelastic structures. 
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