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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.