TECHNICAL NOTES
Apr 1, 1987
Element Stiffness of Circular Member
Publication: Journal of Structural Engineering
Volume 113, Issue 4
Abstract
Based on the expression for strain energy, the coefficients of the stiffness matrix of a prismatic circular member have been formulated. The fixed end actions due to an applied concentrated load are also provided. The effect of shear deformation is not taken into account in this formulation. The primary purpose of this paper is to improve the analysis of various types of planar frames having circular members, with or without straight members, using the computer. The results of an example problem are presented and compared with existing analysis.
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References
1.
Hall, A. S., and Woodhead, R. W., Frame Analysis, John Wiley and Sons, Inc., New York, N.Y., 1961.
2.
Langhaar, H. L., Energy Methods in Applied Mechanics, John Wiley and Sons, Inc., New York, N.Y., 1962.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 113 • Issue 4 • April 1987
Pages: 867 - 872
Copyright
Copyright © 1987 ASCE.
History
Published online: Apr 1, 1987
Published in print: Apr 1987
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Authors
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Mohammad N. Akhtar, S. M. ASCE
Grad. Student, Dept. of Civ. Engrg., Vanderbilt Univ., Nashville, TN 37235
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.