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A two noded, straight element which includes shear deformation effects is presented and shown to be extremely efficient in the analysis of axisymmetric shells. A single point of numerical integration is essential for its success when applied to thin shells where the results compare favourably with those achieved with more complex curved elements. | A two noded, straight element which includes shear deformation effects is presented and shown to be extremely efficient in the analysis of axisymmetric shells. A single point of numerical integration is essential for its success when applied to thin shells where the results compare favourably with those achieved with more complex curved elements. | ||
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Latest revision as of 12:07, 26 March 2019
Published in Int. Journal for Numerical Methods in Engineering Vol. 11 (10), pp. 1545-1558, 1977
doi: 10.1002/nme.1620111006
Abstract
A two noded, straight element which includes shear deformation effects is presented and shown to be extremely efficient in the analysis of axisymmetric shells. A single point of numerical integration is essential for its success when applied to thin shells where the results compare favourably with those achieved with more complex curved elements.
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Published on 01/01/1977
DOI: 10.1002/nme.1620111006
Licence: CC BY-NC-SA license
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