Trends in Developing Critical Elastic Buckling
Formula for Fixed Rectangular Plate
Subjected To a Concentrated Load

Rui Jiang

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ISSN: 2637-4668

Trends in Civil Engineering and its Architecture

Short Communication(ISSN: 2637-4668)

Trends in Developing Critical Elastic Buckling Formula for Fixed Rectangular Plate Subjected To a Concentrated Load

Volume 1 - Issue 2

Rui Jiang¹ and Liqiang Jiang²,*

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- ¹School of Civil Engineering and Transportation, South China University of Technology, China
- ²School of Civil Engineering, Southeast University, China
*Corresponding author: Liqiang Jiang, School of Civil Engineering and Transportation, South China University of Technology, No. 2, Sipailou Rd, Xuanwu District, Nanjing, Jiangsu, 210018, China

Received: February 02, 2018; Published: February 08, 2018

DOI: 10.32474/TCEIA.2018.01.000109

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Abstract

Lateral buckling analysis of fixed rectangular plates under the lateral concentrated load is an interesting problem. However, there is not a determined equation to calculate the critical elastic buckling strength of such plate. This paper presents the equations of the previous studies by Cheng and Yuan and analyzes the critical buckling strength of the plate calculated by finite element method (FEM). Finally, discussion and suggestion on the trends in developing critical elastic buckling formula for such plate are made.

Abstract| Short Communication| Discussion and Suggestion| References|

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