Reinforced Concrete Centrifugal Pipe Columns
Publication: Journal of Structural Engineering
Volume 110, Issue 7
Abstract
Reinforced concrete columns with annular section, called R.C. pipe columns, have frequently been used in building construction. Because of the centrifugal process of making concrete pipes and the difference in arranging the reinforcements along the circular cross section, the behavior of a pipe column may be different from that of conventional R.C. rectangular columns. The aim of this paper is therefore: (1) To develop a computer model for the analysis of R.C. pipe columns using the Chebyshev numerical integration procedure; and (2) to determine a proper stress‐strain relationship for centrifugal concrete. Comparisons of the present computer solutions using the proposed stress‐strain relationship of centrifugal concrete with test results on 39 full scale pipe columns are also presented.
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Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 110 • Issue 7 • July 1984
Pages: 1665 - 1678
Copyright
Copyright © 1984 ASCE.
History
Published online: Jul 1, 1984
Published in print: Jul 1984
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