Axisymmetric buckling of bimodulus thick circular plates

Juang Dar-Ping, Lien-Wen Chen

Research output: Contribution to journalArticle

8 Citations (Scopus)

Abstract

The static buckling of bimodulus thick circular and annular plates subjected to a combination of a pure bending stress and compressive stress is investigated. The thick finite element model, which includes the effect of transverse shear deformation, are created for axisymmetric buckling problems. The obtained results of buckling coefficient are compared with the exact solutions for ordinary thin plates. The accuracy of the finite element solutions are shown to be very good. The effects of various parameters on the buckling coefficients and neutral surfce locations are studied. The bimodulus properties are shown to have significant influences on the buckling coefficient.

Original languageEnglish
Pages (from-to)175-182
Number of pages8
JournalComputers and Structures
Volume25
Issue number2
DOIs
Publication statusPublished - 1987 Jan 1

Fingerprint

Circular Plate
Buckling
Coefficient
Shear Deformation
Finite Element Solution
Thin Plate
Compressive stress
Shear deformation
Finite Element Model
Transverse
Exact Solution

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Modelling and Simulation
  • Materials Science(all)
  • Mechanical Engineering
  • Computer Science Applications

Cite this

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Axisymmetric buckling of bimodulus thick circular plates. / Dar-Ping, Juang; Chen, Lien-Wen.

In: Computers and Structures, Vol. 25, No. 2, 01.01.1987, p. 175-182.

Research output: Contribution to journalArticle

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