Standard

Modes of stability loss of materials. / Kashtanova, Stanislava; Morozov, Nikita; Tovstik, Petr.

Deformation and Fracture in Technological Processes. Vol. 528 2013. p. 89-99 (Key Engineering Materials; Vol. 528).

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Harvard

Kashtanova, S, Morozov, N & Tovstik, P 2013, Modes of stability loss of materials. in Deformation and Fracture in Technological Processes. vol. 528, Key Engineering Materials, vol. 528, pp. 89-99. https://doi.org/10.4028/www.scientific.net/KEM.528.89

APA

Kashtanova, S., Morozov, N., & Tovstik, P. (2013). Modes of stability loss of materials. In Deformation and Fracture in Technological Processes (Vol. 528, pp. 89-99). (Key Engineering Materials; Vol. 528). https://doi.org/10.4028/www.scientific.net/KEM.528.89

Vancouver

Kashtanova S, Morozov N, Tovstik P. Modes of stability loss of materials. In Deformation and Fracture in Technological Processes. Vol. 528. 2013. p. 89-99. (Key Engineering Materials). https://doi.org/10.4028/www.scientific.net/KEM.528.89

Author

Kashtanova, Stanislava ; Morozov, Nikita ; Tovstik, Petr. / Modes of stability loss of materials. Deformation and Fracture in Technological Processes. Vol. 528 2013. pp. 89-99 (Key Engineering Materials).

BibTeX

@inproceedings{85750765613a4b4e99053b120607a6a0,
title = "Modes of stability loss of materials",
abstract = "Three problems of stability loss are investigated and corresponded buckling modes are discussed. The first one is the stability loss of a compressed transversely isotropic linearly elastic medium. The standard analysis based on the Hadamard condition is conducted to solve this problem. The critical compression could be uniquely defined from the bifurcation equations but not a wave length. So, the buckling mode remains generally indefinite. The second considered problem is the stability loss of a compressed half-space with a free surface. It could be shown that the waviness is localized near the free plane surface but as for an entire space the wave length and the buckling mode are indefinite. These problems are treated in linear and nonlinear statement. In linear approach the pre-buckling deformations are ignored. It is shown that for some values of parameters the linear approach leads not only to the numerical error but also to qualitatively incorrect results. The thisrd problem under investifation is the stability loss of an uniformly compressed plate lying on a soft elastic half-space. In this problem the wave length is uniquely defined. Using the nonlinear post-critical analysis it is shown that the buckling mode could be fully defined and is has a chessboard-like character.",
keywords = "Chessboard-like buckling modes, Positively definite acoustic tensor, Transversely isotropic material, Volume and surface stability loss",
author = "Stanislava Kashtanova and Nikita Morozov and Petr Tovstik",
year = "2013",
doi = "10.4028/www.scientific.net/KEM.528.89",
language = "English",
isbn = "9783037855003",
volume = "528",
series = "Key Engineering Materials",
pages = "89--99",
booktitle = "Deformation and Fracture in Technological Processes",

}

RIS

TY - GEN

T1 - Modes of stability loss of materials

AU - Kashtanova, Stanislava

AU - Morozov, Nikita

AU - Tovstik, Petr

PY - 2013

Y1 - 2013

N2 - Three problems of stability loss are investigated and corresponded buckling modes are discussed. The first one is the stability loss of a compressed transversely isotropic linearly elastic medium. The standard analysis based on the Hadamard condition is conducted to solve this problem. The critical compression could be uniquely defined from the bifurcation equations but not a wave length. So, the buckling mode remains generally indefinite. The second considered problem is the stability loss of a compressed half-space with a free surface. It could be shown that the waviness is localized near the free plane surface but as for an entire space the wave length and the buckling mode are indefinite. These problems are treated in linear and nonlinear statement. In linear approach the pre-buckling deformations are ignored. It is shown that for some values of parameters the linear approach leads not only to the numerical error but also to qualitatively incorrect results. The thisrd problem under investifation is the stability loss of an uniformly compressed plate lying on a soft elastic half-space. In this problem the wave length is uniquely defined. Using the nonlinear post-critical analysis it is shown that the buckling mode could be fully defined and is has a chessboard-like character.

AB - Three problems of stability loss are investigated and corresponded buckling modes are discussed. The first one is the stability loss of a compressed transversely isotropic linearly elastic medium. The standard analysis based on the Hadamard condition is conducted to solve this problem. The critical compression could be uniquely defined from the bifurcation equations but not a wave length. So, the buckling mode remains generally indefinite. The second considered problem is the stability loss of a compressed half-space with a free surface. It could be shown that the waviness is localized near the free plane surface but as for an entire space the wave length and the buckling mode are indefinite. These problems are treated in linear and nonlinear statement. In linear approach the pre-buckling deformations are ignored. It is shown that for some values of parameters the linear approach leads not only to the numerical error but also to qualitatively incorrect results. The thisrd problem under investifation is the stability loss of an uniformly compressed plate lying on a soft elastic half-space. In this problem the wave length is uniquely defined. Using the nonlinear post-critical analysis it is shown that the buckling mode could be fully defined and is has a chessboard-like character.

KW - Chessboard-like buckling modes

KW - Positively definite acoustic tensor

KW - Transversely isotropic material

KW - Volume and surface stability loss

UR - http://www.scopus.com/inward/record.url?scp=84871099322&partnerID=8YFLogxK

U2 - 10.4028/www.scientific.net/KEM.528.89

DO - 10.4028/www.scientific.net/KEM.528.89

M3 - Conference contribution

AN - SCOPUS:84871099322

SN - 9783037855003

VL - 528

T3 - Key Engineering Materials

SP - 89

EP - 99

BT - Deformation and Fracture in Technological Processes

ER -

ID: 9282599