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- W1987457630 abstract "Abstract Axisymmetric finite element analysis can be applied to several structures of importance, e.g. reactor buildings, pressure vessels, domes, fluid containers, cooling towers, chimneys, etc. This paper presents a comparative study of some axisymmetric finite elements to judge their efficacy in solving axisymmetric thin as well as thick shells. The elements studied are (i) paralinear, (ii) clement with relative displacement degrees of freedom, (iii) cubilinear, (iv) element with incompatible modes, (v) parabolic, (vi) Lagrangian and (vii) Ahmad's shell element. To enable comparison of the results from these elements, a uniform circular cylindrical structure has been chosen for the analysis. A parametric study involving wall thickness and height of the cylinder as the parameters has been carried out to ascertain the relative competence of these elements under static as well as earthquake loadings. The effect of reduced order of integration has also been examined. The range of suitability of each element has been discussed. It has been concluded that the element with relative displacement degrees of freedom can be used over the entire range of parameters considered whereas the other elements have limited use and should be used with caution." @default.
- W1987457630 created "2016-06-24" @default.
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- W1987457630 date "1986-01-01" @default.
- W1987457630 modified "2023-09-27" @default.
- W1987457630 title "Comparative study of behaviour of some axisymmetric finite elements under static and dynamic loadings" @default.
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- W1987457630 doi "https://doi.org/10.1016/0045-7949(86)90193-8" @default.
- W1987457630 hasPublicationYear "1986" @default.
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