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Title: Strut-Tie Approach in Pretensioned Beams

Author(s): A. Alshegeir and J. A. Ramirez

Publication: Structural Journal

Volume: 89

Issue: 3

Appears on pages(s): 296-304

Keywords: concretes; deep beams; detailing; prestressed concrete beams; shear properties; strut-tie model; Design

DOI: 10.14359/3240

Date: 5/1/1992

Abstract:
Presents an evaluation of the strength and behavior of prestressed concrete deep beams using the strut-tie method. Strut-tie systems reflecting actual support and loading conditions are developed for three pretensioned deep beams tested to failure. The strut-tie approach is used to illustrate the effects of prestressing, concrete compressive strength, and reinforcement detailing on the behavior and strength of these members.


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