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The stability of the plates with circular inclusions under tension. / Bauer, Svetlana M.; Kashtanova, Stanislava V.; Morozov, Nikita F.; Semenov, Boris N.

Generalized Models and Non-classical Approaches in Complex Materials. ред. / Holm Altenbach; Joël Pouget; Martine Rousseau; Bernard Collet; Thomas Michelitsch. Том 1 Springer Nature, 2018. стр. 61-68 (Advanced Structured Materials; Том 89).

Результаты исследований: Публикации в книгах, отчётах, сборниках, трудах конференций › глава/раздел › научная › Рецензирование

Harvard

Bauer, SM, Kashtanova, SV, Morozov, NF & Semenov, BN 2018, The stability of the plates with circular inclusions under tension. в H Altenbach, J Pouget, M Rousseau, B Collet & T Michelitsch (ред.), Generalized Models and Non-classical Approaches in Complex Materials. Том. 1, Advanced Structured Materials, Том. 89, Springer Nature, стр. 61-68. https://doi.org/10.1007/978-3-319-72440-9_4, https://doi.org/10.1007/978-3-319-72440-9_4

APA

Bauer, S. M., Kashtanova, S. V., Morozov, N. F., & Semenov, B. N. (2018). The stability of the plates with circular inclusions under tension. в H. Altenbach, J. Pouget, M. Rousseau, B. Collet, & T. Michelitsch (Ред.), Generalized Models and Non-classical Approaches in Complex Materials (Том 1, стр. 61-68). (Advanced Structured Materials; Том 89). Springer Nature. https://doi.org/10.1007/978-3-319-72440-9_4, https://doi.org/10.1007/978-3-319-72440-9_4

Vancouver

Bauer SM, Kashtanova SV, Morozov NF, Semenov BN. The stability of the plates with circular inclusions under tension. в Altenbach H, Pouget J, Rousseau M, Collet B, Michelitsch T, Редакторы, Generalized Models and Non-classical Approaches in Complex Materials. Том 1. Springer Nature. 2018. стр. 61-68. (Advanced Structured Materials). https://doi.org/10.1007/978-3-319-72440-9_4, https://doi.org/10.1007/978-3-319-72440-9_4

Author

Bauer, Svetlana M. ; Kashtanova, Stanislava V. ; Morozov, Nikita F. ; Semenov, Boris N. / The stability of the plates with circular inclusions under tension. Generalized Models and Non-classical Approaches in Complex Materials. Редактор / Holm Altenbach ; Joël Pouget ; Martine Rousseau ; Bernard Collet ; Thomas Michelitsch. Том 1 Springer Nature, 2018. стр. 61-68 (Advanced Structured Materials).

BibTeX

@inbook{f6dbb2ae3f1c4b39aae2e7844ee24880,
title = "The stability of the plates with circular inclusions under tension",
abstract = "This paper deals with the problem of local buckling caused by uniaxial stretching of an infinite plate with a circular hole or with circular inclusion made of another material. As the Young{\textquoteright}s modulus of the inclusion approaches that of the plate, the critical load increases substantially. When these moduli coincide, stability loss is not possible. This paper also shows the difference between them when the inclusion is softer than the plate and when the inclusion is stiffer than the plate. Computational models show that instability modes are different both when the inclusion is softer than the plate and when the inclusion is stiffer than the plate. The case when plate and inclusion have the same modulus of elasticity, but different Poisson{\textquoteright}s ratio is investigated too. It is also discussed here the case when a plate with inclusion is under biaxial tension. For each ratio of the modulus of elasticity of plate versus inclusion it{\textquoteright}s obtained the range of the load parameters for which the loss of stability is impossible.",
keywords = "Link prediction, Semi-supervised learning, Social network analysis, Temporal metrics",
author = "Bauer, {Svetlana M.} and Kashtanova, {Stanislava V.} and Morozov, {Nikita F.} and Semenov, {Boris N.}",
year = "2018",
month = jan,
day = "1",
doi = "10.1007/978-3-319-72440-9_4",
language = "English",
isbn = "978-3-319-72439-3",
volume = "1",
series = "Advanced Structured Materials",
publisher = "Springer Nature",
pages = "61--68",
editor = "{ Altenbach}, { Holm} and Pouget, {Jo{\"e}l } and { Rousseau}, Martine and Collet, {Bernard } and Michelitsch, {Thomas }",
booktitle = "Generalized Models and Non-classical Approaches in Complex Materials",
address = "Germany",

}

RIS

TY - CHAP

T1 - The stability of the plates with circular inclusions under tension

AU - Bauer, Svetlana M.

AU - Kashtanova, Stanislava V.

AU - Morozov, Nikita F.

AU - Semenov, Boris N.

PY - 2018/1/1

Y1 - 2018/1/1

N2 - This paper deals with the problem of local buckling caused by uniaxial stretching of an infinite plate with a circular hole or with circular inclusion made of another material. As the Young’s modulus of the inclusion approaches that of the plate, the critical load increases substantially. When these moduli coincide, stability loss is not possible. This paper also shows the difference between them when the inclusion is softer than the plate and when the inclusion is stiffer than the plate. Computational models show that instability modes are different both when the inclusion is softer than the plate and when the inclusion is stiffer than the plate. The case when plate and inclusion have the same modulus of elasticity, but different Poisson’s ratio is investigated too. It is also discussed here the case when a plate with inclusion is under biaxial tension. For each ratio of the modulus of elasticity of plate versus inclusion it’s obtained the range of the load parameters for which the loss of stability is impossible.

AB - This paper deals with the problem of local buckling caused by uniaxial stretching of an infinite plate with a circular hole or with circular inclusion made of another material. As the Young’s modulus of the inclusion approaches that of the plate, the critical load increases substantially. When these moduli coincide, stability loss is not possible. This paper also shows the difference between them when the inclusion is softer than the plate and when the inclusion is stiffer than the plate. Computational models show that instability modes are different both when the inclusion is softer than the plate and when the inclusion is stiffer than the plate. The case when plate and inclusion have the same modulus of elasticity, but different Poisson’s ratio is investigated too. It is also discussed here the case when a plate with inclusion is under biaxial tension. For each ratio of the modulus of elasticity of plate versus inclusion it’s obtained the range of the load parameters for which the loss of stability is impossible.

KW - Link prediction

KW - Semi-supervised learning

KW - Social network analysis

KW - Temporal metrics

UR - http://www.scopus.com/inward/record.url?scp=85044632711&partnerID=8YFLogxK

U2 - 10.1007/978-3-319-72440-9_4

DO - 10.1007/978-3-319-72440-9_4

M3 - Chapter

AN - SCOPUS:85044632711

SN - 978-3-319-72439-3

VL - 1

T3 - Advanced Structured Materials

SP - 61

EP - 68

BT - Generalized Models and Non-classical Approaches in Complex Materials

A2 - Altenbach, Holm

A2 - Pouget, Joël

A2 - Rousseau, Martine

A2 - Collet, Bernard

A2 - Michelitsch, Thomas

PB - Springer Nature

ER -

ID: 27944058