Axisymmetric buckling of bimodulus thick circular plates

Juang Dar-Ping, Chen Lien-Wen

研究成果: Article同行評審

8 引文 斯高帕斯(Scopus)

摘要

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.

原文English
頁(從 - 到)175-182
頁數8
期刊Computers and Structures
25
發行號2
DOIs
出版狀態Published - 1987

All Science Journal Classification (ASJC) codes

  • 土木與結構工程
  • 建模與模擬
  • 材料科學(全部)
  • 機械工業
  • 電腦科學應用

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