Effects of exposure to elevated temperatures on the transfer length of pretensioned concrete elements

Author:

Avazzadeh Mohammad Reza,Mirzagoltabar Alireza,Yousefpour HosseinORCID

Funder

Babol Noshirvani University of Technology

Publisher

Elsevier BV

Reference28 articles.

1. Prestressed concrete structures;Collins,1991

2. Effect of temperature on thermal properties of high-strength concrete;Kodur;J Mater Civ Eng,2003

3. End-region behavior of pretensioned I-girders employing 0.7 in.(17.8 mm) strands;Salazar;Acids Struct J,2018

4. Yousefpour, H. , Kim, H.S. , Bonetti, R. , Abyaneh, R.A. , Katz, A. , Longshaw, A. , and et al. , 2018. End-Region Behavior and Shear Strength of Pretensioned Concrete Girders Employing 0.7-in. Diameter Strands (No. FHWA/TX-17/0–6831-1). University of Texas at Austin. Center for Transportation Research.

5. Shear performance of pretensioned concrete i-girders employing 0.7 in.(17.8 mm) strands;Katz;Acids Struct J,2017

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