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Title: Analysis of Instability of Unrestrained Prestressed Concrete Columns with End Eccentricities

Author(s): A. P. Kabaila and A. S. Hall

Publication: Symposium Paper

Volume: 13

Issue:

Appears on pages(s): 157-178

Keywords:

DOI: 10.14359/16759

Date: 1/1/1966

Abstract:
A computer analysis of rectangular, symmetrically reinforced unrestrained prestressed concrete columns in terms of a given uniquely defined stress-strain relationship is presented. The analytical results are compared with a test series. The accuracy and the range of validity of the better known approximate analyses are discussed.