Experimental and Analytical Investigation of a 64-Year-Old Prestressed Beam Retrofitted with External Posttensioning-Reference-Cited by-同舟云学术

Experimental and Analytical Investigation of a 64-Year-Old Prestressed Beam Retrofitted with External Posttensioning

Author:

Leicht Lena¹,Roberts-Wollmann Carin L.²^ORCID,Koutromanos Ioannis³,Hebdon Matthew H.⁴,Mosig Oliver⁵

Affiliation:

1. Graduate Student, Institute of Concrete Structures, TU Dresden, Dresden 01062, Germany (corresponding author).

2. Professor, Charles E. Via Jr. Dept. of Civil & Environmental Engineering, Virginia Tech, Blacksburg, VA 24060. ORCID: .

3. Associate Professor, Charles E. Via Jr. Dept. of Civil & Environmental Engineering, Virginia Tech, Blacksburg, VA 24060.

4. Associate Professor, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Texas at Austin, Austin, TX 78660.

5. Graduate Student, Institute of Concrete Structures, TU Dresden, Dresden 01062, Germany.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

Reference28 articles.

1. AASHTO. 2017. AASHTO LRFD bridge design specifications. Washington, DC: AASHTO.

3. Flexural behavior of two-span continuous prestressed concrete girders with highly eccentric external tendons;Aravinthan T.;ACI Struct. J.,2005

5. Flexural strength of externally prestressed concrete bridges;Aparicio A. C.;ACI Struct. J.,1996

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