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Method of initial functions : Stable algorithms in the analysis of thick laminated composite structures. / Galileev, SM; Matrosov, AV.

в: Composite Structures, Том 39, № 3-4, 11.1997, стр. 255-262.

Результаты исследований: Научные публикации в периодических изданияхстатьяРецензирование

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Galileev, SM ; Matrosov, AV. / Method of initial functions : Stable algorithms in the analysis of thick laminated composite structures. в: Composite Structures. 1997 ; Том 39, № 3-4. стр. 255-262.

BibTeX

@article{0b583da08d654d0eb4c7faa0be9cc2fd,
title = "Method of initial functions: Stable algorithms in the analysis of thick laminated composite structures",
abstract = "Exact three-dimensional elasticity solutions for some static and dynamic problems of bending multi-layered anisotropic rectangular plates are presented. They are derived by the method of initial functions without employing any hypotheses about the character of the stress-strain state of the linearly elastic anisotropic structures. Two computationally stable algorithms of the method which extend the field of its application are developed. The results presented illustrate some possibilities of the designed stable algorithms. The analysis of multi-layered plates under concentrated static and harmonic dynamic loads are presented. (C) 1998 Elsevier Science Ltd. All rights reserved.",
author = "SM Galileev and AV Matrosov",
year = "1997",
month = nov,
doi = "10.1016/S0263-8223(97)00108-6",
language = "Английский",
volume = "39",
pages = "255--262",
journal = "Composite Structures",
issn = "0263-8223",
publisher = "Elsevier",
number = "3-4",
note = "null ; Conference date: 18-06-1996 Through 20-06-1996",

}

RIS

TY - JOUR

T1 - Method of initial functions

AU - Galileev, SM

AU - Matrosov, AV

PY - 1997/11

Y1 - 1997/11

N2 - Exact three-dimensional elasticity solutions for some static and dynamic problems of bending multi-layered anisotropic rectangular plates are presented. They are derived by the method of initial functions without employing any hypotheses about the character of the stress-strain state of the linearly elastic anisotropic structures. Two computationally stable algorithms of the method which extend the field of its application are developed. The results presented illustrate some possibilities of the designed stable algorithms. The analysis of multi-layered plates under concentrated static and harmonic dynamic loads are presented. (C) 1998 Elsevier Science Ltd. All rights reserved.

AB - Exact three-dimensional elasticity solutions for some static and dynamic problems of bending multi-layered anisotropic rectangular plates are presented. They are derived by the method of initial functions without employing any hypotheses about the character of the stress-strain state of the linearly elastic anisotropic structures. Two computationally stable algorithms of the method which extend the field of its application are developed. The results presented illustrate some possibilities of the designed stable algorithms. The analysis of multi-layered plates under concentrated static and harmonic dynamic loads are presented. (C) 1998 Elsevier Science Ltd. All rights reserved.

U2 - 10.1016/S0263-8223(97)00108-6

DO - 10.1016/S0263-8223(97)00108-6

M3 - статья

VL - 39

SP - 255

EP - 262

JO - Composite Structures

JF - Composite Structures

SN - 0263-8223

IS - 3-4

Y2 - 18 June 1996 through 20 June 1996

ER -

ID: 5142782