Brief Report
Jan 1974

Torsion of Nonhomogeneous Anisotropic Bars

Publication: Journal of the Structural Division
Volume 100, Issue 1

Abstract

This technical note presents the finite element solution for the St. Venant's torsion of nonhomogeneous and anisotropic sections. The mathematical formulation is based on the stress function. In this analysis, the curved, isoperimetric, quadrilateral element with cubic displacement variation has been used instead of simple triangular or quadrilateral elements. The use of the higher order elements has several advantages, including its versatility in mapping the difficult but real configurations involving curved boundaries, better accuracy, and less effort in the preparation of data for the computer program due to the use of fewer elements. Several examples are presented to show the advantages.

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Journal of the Structural Division
Volume 100Issue 1January 1974
Pages: 286 - 295

History

Published in print: Jan 1974
Published online: Feb 1, 2021

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Somasundaram Valliappan, M.ASCE
Sr. Lect. in Civ. Engrg., Univ. of New South Wales, Kensington, Australia
V. A. Pulmano
Lect. in Civ. Engrg., Univ. of New South Wales, Kensington, Australia

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