THE NONLINEAR BENDING OF SIMPLY SUPPORTED ELASTIC PLATE

Мұқаба

Дәйексөз келтіру

Толық мәтін

Аннотация

In this article, assumptions in Classical Plate Theory (CPT) are explained; followed by concepts involved in Finite Element discretization for elastic Plate bending in CPT. Computer implementation aspects and Numerical Results of CPT elements are also included for analyzing nonlinear bending of simply supported elastic plates.

Авторлар туралы

Gil-oulbé Mathieu

Peoples’ Friendship University of Russia

Хат алмасуға жауапты Автор.
Email: giloulbem@mail.ru

Associate professor of the Department of Architecture and Construction

Miklukho-Maklaya str., 6, Moscow, Russia, 117198

Dau Tyekolo

Peoples’ Friendship University of Russia

Email: tiek.d@hotmail.com

Assistant professor of the Department of Architecture and Construction

Miklukho-Maklaya str., 6, Moscow, Russia, 117198

Soresa Belay

Peoples’ Friendship University of Russia

Email: soresably@gmail.com

Graduate student of the Department of Architecture and Construction

Miklukho-Maklaya str., 6, Moscow, Russia, 117198

Әдебиет тізімі

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  3. URL: http://www.colorado.edu/engineering/CAS/courses.d/AFEM.d/Home.html (21.12.2016).
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  7. Wang, C.T. Bending of Rectangular Plates with Large Deflections. Report No. 1462, NACA,1948.
  8. Yamaki, N. Influence of Large Amplitudes on Flexural Vibrations of Elastic Plates. ZAMM, Vol. 41, pp. 501-510, 1967.
  9. Kawai, T. and YOSHIMURA, N. Analysis of Large Deflection of Plates by the Finite Element Method. Int. J. Numer. Meth. Engng., Vol. 1, pp. 123-133, 1969.
  10. Pica, A., Wood, R.O. and Hinton, E. Finite Element Analysis of Geometrically Nonlinear Plate Behavior Using a Mindlin Formulation. Computers & Structures, Vol. 11, pp. 203-215, 1980.
  11. Levy, S. Square Plate with Clamped Edges Under Pressure Producing Large Deflections. NACA, Tech. Note 847, 1942.
  12. Zaghloul, S.A. and Kennedy, J.B. Nonlinear Analysis of Unsymmetrically Laminated Plates.J. Engng. Mech. Div., ASCE, Vol. 101 (EM3), pp. 169-185, 1975.

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