Title:
Effect of Active Triaxial Stress on the Strength of Concrete Elements
Author(s):
E. Ben-Zvi, G. Muller, and I. Rosenthal
Publication:
Symposium Paper
Volume:
13
Issue:
Appears on pages(s):
193-234
Keywords:
DOI:
10.14359/16761
Date:
1/1/1966
Abstract:
Longitudinally and circumferentially prestressed cylinders and columns of varying slenderness were tested to destruction to determine what influence the amount and kind of prestress had on ultimate load and stability characteristics. Previous tests of triaxially prestressed elements were reviewed, and their findings compared with results of the present study.