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Published in Int. Journal for Numerical Methods in Engineering Vol. 11 (10), pp. 1545-1558, 1977
doi: 10.1002/nme.1620111006
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.
Published on 01/01/1977
DOI: 10.1002/nme.1620111006
Licence: CC BY-NC-SA license
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