Abstract
This paper is concerned with the analysis of a long thick walled concrete cylinder subjected to an internal pressure based on the hypothesis that concrete may be viewed as a micropolar material. The problem considered is a state of plane strain and use is made of a stiffness matrix for triangular elements formulated earlier by Baluch and his co-workers for micropolar materials in a state of plane strain. Use is made of the application of the micropolar theory in the form of a finite element approach.
Original language | English |
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State | Published - 1973 |
ASJC Scopus subject areas
- General Engineering