Experimental Study of Precast Segmental Bridge Box Girders with External Unbonded and Internal Bonded Posttensioning under Monotonic Vertical Loading-Reference-Cited by-同舟云学术

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Experimental Study of Precast Segmental Bridge Box Girders with External Unbonded and Internal Bonded Posttensioning under Monotonic Vertical Loading

Published:2015-04 Issue:4 Volume:20 Page:04014075
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Yuan Aimin¹,He Yu²,Dai Hang³,Cheng Leike⁴

Affiliation:

1. Associate Professor, Dept. of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China (corresponding author).

2. Postgraduate Student, Dept. of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China.

3. Professor, Dept. of Civil Engineering, Southeast Univ., Nanjing 210096, China.

4. Assistant Engineer, Anhui Transportation Investment Group Co., 180 Camphor Ave., High-Tech Development Zone, Hefei 230088, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000663

Reference25 articles.

1. Experimental study of externally prestressed segmental beam under torsion

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

3. Testing of externally prestressed concrete beams

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