THE NONLINEAR BENDING OF SIMPLY SUPPORTED ELASTIC PLATE
- Authors: Mathieu G.1, Tyekolo D.1, Belay S.1
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Affiliations:
- Peoples’ Friendship University of Russia
- Issue: Vol 18, No 1 (2017)
- Pages: 58-69
- Section: Innovative software engineering research
- URL: https://journals.rcsi.science/2312-8143/article/view/335327
- DOI: https://doi.org/10.22363/2312-8143-2017-18-1-58-69
- ID: 335327
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Abstract
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.
About the authors
Gil-oulbé Mathieu
Peoples’ Friendship University of Russia
Author for correspondence.
Email: giloulbem@mail.ru
Associate professor of the Department of Architecture and Construction
Miklukho-Maklaya str., 6, Moscow, Russia, 117198Dau 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, 117198Soresa 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, 117198References
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