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.
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