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171604

Nodal Line Finite Difference Method in the Analysis of Rectangular Plates on Elastic Foundation.

Article

Last updated: 22 Jan 2023

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Subjects

-

Tags

Civil Engineering

Abstract

A nodal line finite difference bending analysis of isotropic rectangular plates with free lateral boundary conditions. Using the nodal line finite difference method, is presented. The analysis describes the linear elastic behavior of rectangular plates resting on a winkler type ipundation and loaded on its upper surface with arbitrary transverse loads.
A basic function fits one of the boundary conditions of two opposite free  ends is used to express the displacement unration along the nodal lines. To satisfy the other condition of the two opposite free ends, edge moments equal in magnitude but opposite in direction were applied at the ends of the nodal lines. Numerical results were obtained and compared with those obtained from another numerical solution. The comparison demonstrated a good agreement and indicated the validity of the presented technique.

DOI

10.21608/bfemu.2021.171604

Authors

First Name

Youssef

Last Name

Agag

MiddleName

-

Affiliation

Associate Professor of Structural Engineering Department, Faculty of Engineering, Mansoura University, Mansoura, Egypt.

Email

yagag@mans.edu.eg

City

Mansoura

Orcid

-

Volume

14

Article Issue

1

Related Issue

24980

Issue Date

1989-06-01

Receive Date

1989-04-16

Publish Date

2021-05-23

Page Start

59

Page End

70

Print ISSN

1110-0923

Online ISSN

2735-4202

Article File

BFEMU_Volume 14_Issue 1_Pages 59-70.pdf

PDF . 318.3kB

Link

https://bfemu.journals.ekb.eg/article_171604.html

Detail API

https://bfemu.journals.ekb.eg/service?article_code=171604

Order

4

Type

Research Studies

Type Code

1,205

Publication Type

Journal

Publication Title

MEJ. Mansoura Engineering Journal

Publication Link

https://bfemu.journals.ekb.eg/

MainTitle

-

Details

Type

Article

Created At

22 Jan 2023