Work

Compressional post-buckling behavior of rectangular plate allowing in-plane displacement of side ends

Year: 2016

Type: conference-paper

Abstract: In this paper, the compression post-buckling behavior of the rectangular plate with simply support on four sides, although without constraining in-plane displacement of two long side ends, are discussed using the effective width theory by Karman and the deflection equation of the plate. The out-of-plane and compressional in-plane displacements, and the stress distribution of the post-buckling with respect to compressive load are derived, and compared with the results by finite element method (FEM). The results are following; the derived equations of out-of-plane and in-plane displacements are sufficiently consistent with the results by FEM. The derived stress distribution shows intermediate characteristics.

Source: The Proceedings of the Materials and Mechanics Conference

DOI: 10.1299/jsmemm.2016.gs-48

Authors: Katsuya FURUSU, Tatsuyuki AMAGO, Toshiaki NAKAGAWA, Tsutomu HAMABE, Norihisa AOKI

Institution: Toyota Central Research and Development Laboratories (Japan)

Language: English

Topic: Structural Load-Bearing Analysis

Subfield: Civil and Structural Engineering

Field: Engineering

Domain: Physical Sciences

Open Access status: diamond

OpenAlex ID: W2625612950

FWCI: 2.184

Cites:

Cited by: 4

Related to: 10