Analytical prediction of transfer length in prestressed self-consolidating concrete girders using pull-out test results

Author:

Pozolo Andrew,Andrawes Bassem

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference32 articles.

1. Self-compacting concrete;Okamuru;J Adv Concr Technol,2003

2. Andrawes B, Shin M, Pozolo, A. Transfer and development length of prestressing tendons in full-scale AASHTO prestressed concrete girders using self-consolidating concrete. Illinois center for transportation report FHWA-ICT-09-038, Illinois Department of Transportation, Springfield, IL; 2009.

3. Ruiz E. et al. Estimating transfer lengths of precast/prestressed beams cast with self-consolidating concrete. Paper no. 07-2276, transportation research board 86th annual meeting, Washington, DC; 2007.

4. Larson K, Peterman R, Esmaeily A. Evaluating the time-dependent deformations and bond characteristics of a self consolidating concrete mix and the implication for pretensioned bridge applications. Report no. FHWA-KS-01-1, Kansas Department of Transportation, Topeka, KS; 2007.

5. Hamilton H, Labonte T. Self-consolidating concrete (SCC) structural investigation. Report no. BD545 RPWO#21, Florida Department of Transportation, Gainesville, FL; 2005.

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