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Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Axisymmetric buckling and post-buckling of bimodulus annular plates
Abstract The buckling and post-buckling analysis of bimodulus circular and annular plates is presented. Annular finite elements are used to solve the problem. In the case of bimodulus materials, the elastic constants in tension and compression are different. The constitutive matrix based on the ‘Jones model’ is used for the analysis. The post-buckling problem is solved as an eigen-value problem with deflexion at a point, as an independent variable. Numerical results are compared for particular cases.
Axisymmetric buckling and post-buckling of bimodulus annular plates
Abstract The buckling and post-buckling analysis of bimodulus circular and annular plates is presented. Annular finite elements are used to solve the problem. In the case of bimodulus materials, the elastic constants in tension and compression are different. The constitutive matrix based on the ‘Jones model’ is used for the analysis. The post-buckling problem is solved as an eigen-value problem with deflexion at a point, as an independent variable. Numerical results are compared for particular cases.
Axisymmetric buckling and post-buckling of bimodulus annular plates
Srinivasan, R.S. (Autor:in) / Ramachandra, L.S. (Autor:in)
Engineering Structures ; 11 ; 195-198
01.01.1989
4 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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