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56850

EFFECT OF SHEAR DEFORMATIONS ON THE BENDING OF MODERATELY THICK PLATES

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Last updated: 04 Jan 2025

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Abstract

The Bergan and Wang approach for the shear inclusion in plate deformation has led to an energy expression which is a function of the only lateral deflection. The corresponding Euler equation has been deduced and applied to a simply supported square plate with sinusoidal, uniform and concentrated loads. Numerical calculations have been made for different thickness to span ratios and the results agree well with those of other investigators.

DOI

10.21608/amme.1986.56850

Authors

First Name

HAMED

Last Name

ABDALLA

MiddleName

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Affiliation

Lt. Col. Dr., Chair of Rockets, Military Technical College, Cairo, Egypt.

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Orcid

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First Name

KAMAL

Last Name

HASSAN

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Affiliation

Dr. Eng., Investigator, Ministry of Higher Education, Cairo, Egypt.

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Volume

2

Article Issue

2nd Conference on Applied Mechanical Engineering.

Related Issue

8659

Issue Date

1986-05-01

Receive Date

2019-11-04

Publish Date

1986-05-01

Page Start

55

Page End

63

Print ISSN

2636-4352

Online ISSN

2636-4360

Article File

AMME_Volume 2_Issue 2nd Conference on Applied Mechanical Engineering._Pages 55-6….pdf

PDF . 1.3MB

Link

https://amme.journals.ekb.eg/article_56850.html

Detail API

https://amme.journals.ekb.eg/service?article_code=56850

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Original Article

Type Code

831

Publication Type

Journal

Publication Title

The International Conference on Applied Mechanics and Mechanical Engineering

Publication Link

https://amme.journals.ekb.eg/

MainTitle

EFFECT OF SHEAR DEFORMATIONS ON THE BENDING OF MODERATELY THICK PLATES

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Article

Created At

22 Jan 2023