• The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

International Concrete Abstracts Portal


Title: Behavior of Reinforced Fibrous Concrete Columns

Author(s): R. John Craig, J. McConnell, H. Germann, N. Dib, and F. Kashani

Publication: Symposium Paper

Volume: 81


Appears on pages(s): 69-106

Keywords: axial loads; building codes; columns (supports); fiber reinforced concretes; metal fibers; shear properties; short columns; ties (reinforcement.

DOI: 10.14359/6446

Date: 11/1/1984

The behavior of reinforced fibrous concrete columns was observed with a testing program of 36 columns. The theory was analyzed with the help of interaction diagram load-moment, which was developed for this investigation. Previous investigation results, equations, were modified to reflect the presence of fibers in the reinforced concrete columns. Fifteen columns with modeled dimensions of 6 by 4.75 inches were tested in pure axial compression with steel fiber contents of 0%, .75%, and 1.5% by volume with tie spacings ranging from 3 to 9 inches. Twenty-one columns were analyzed and experimentally tested to examine the shear behavior of axially loaded fibrous reinforced concrete short columns under double curvature bending.


Please enter this 5 digit unlock code on the web page.