Standard

STRESS-STRAIN STATE IN THE CORNER POINTS OF A CLAMPED PLATE UNDER UNIFORMLY DISTRIBUTED NORMAL LOAD. / Matrosov, Alexander V. ; Suratov, Vladislav A. .

In: Materials Physics and Mechanics, Vol. 36, No. 1, 01.01.2018, p. 142-146.

Research output: Contribution to journalArticlepeer-review

Harvard

APA

Vancouver

Author

BibTeX

@article{6a2ee7c43b8a4842a8c895010bfa0a02,
title = "STRESS-STRAIN STATE IN THE CORNER POINTS OF A CLAMPED PLATE UNDER UNIFORMLY DISTRIBUTED NORMAL LOAD",
abstract = "The bending of a rectangular clamped thin plate under the uniformly distributed transverse load is considered. The solution of the Sophie Germaine equation is constructed by the method of initial functions (MIF). On two opposite sides the boundary conditions are satisfied exactly. Then, on the two remaining ones, the boundary conditions are satisfied approximately by the collocation method. The results of calculations of the stress-strain state at the corner points of the plate are given.",
keywords = "method of initial functions, bending of a plate clamped, corner points, RECTANGULAR PLATE, Bending of a plate clamped, Corner points, Method of initial functions",
author = "Matrosov, {Alexander V.} and Suratov, {Vladislav A.}",
year = "2018",
month = jan,
day = "1",
doi = "10.18720/MPM.3612018_16",
language = "Английский",
volume = "36",
pages = "142--146",
journal = "ФИЗИКА И МЕХАНИКА МАТЕРИАЛОВ",
issn = "1605-8119",
publisher = "Институт проблем машиноведения РАН",
number = "1",

}

RIS

TY - JOUR

T1 - STRESS-STRAIN STATE IN THE CORNER POINTS OF A CLAMPED PLATE UNDER UNIFORMLY DISTRIBUTED NORMAL LOAD

AU - Matrosov, Alexander V.

AU - Suratov, Vladislav A.

PY - 2018/1/1

Y1 - 2018/1/1

N2 - The bending of a rectangular clamped thin plate under the uniformly distributed transverse load is considered. The solution of the Sophie Germaine equation is constructed by the method of initial functions (MIF). On two opposite sides the boundary conditions are satisfied exactly. Then, on the two remaining ones, the boundary conditions are satisfied approximately by the collocation method. The results of calculations of the stress-strain state at the corner points of the plate are given.

AB - The bending of a rectangular clamped thin plate under the uniformly distributed transverse load is considered. The solution of the Sophie Germaine equation is constructed by the method of initial functions (MIF). On two opposite sides the boundary conditions are satisfied exactly. Then, on the two remaining ones, the boundary conditions are satisfied approximately by the collocation method. The results of calculations of the stress-strain state at the corner points of the plate are given.

KW - method of initial functions

KW - bending of a plate clamped

KW - corner points

KW - RECTANGULAR PLATE

KW - Bending of a plate clamped

KW - Corner points

KW - Method of initial functions

UR - http://www.scopus.com/inward/record.url?scp=85046733078&partnerID=8YFLogxK

U2 - 10.18720/MPM.3612018_16

DO - 10.18720/MPM.3612018_16

M3 - статья

VL - 36

SP - 142

EP - 146

JO - ФИЗИКА И МЕХАНИКА МАТЕРИАЛОВ

JF - ФИЗИКА И МЕХАНИКА МАТЕРИАЛОВ

SN - 1605-8119

IS - 1

ER -

ID: 28343365