Title:
Long Eccentrically Loaded Concrete Columns Bent in Double Curvature
Author(s):
J. G. MacGregor and S. L. Barter
Publication:
Symposium Paper
Volume:
13
Issue:
Appears on pages(s):
139-156
Keywords:
DOI:
10.14359/16758
Date:
1/1/1966
Abstract:
Tests on eight columns bent in antisymmetrical double curvature with h/t = 27.3 are discussed. The columns with small end eccentricities approached a single curvature shape and an unstable condition at failure. The columns with large eccentricities remained in the double curvature shape until failure occurred in tension at the point of maximum applied moment.