Shear Strength of Steel Fiber-Reinforced Concrete Dry Joints in Precast Segmental Bridges-Reference-Cited by-同舟云学术

Shear Strength of Steel Fiber-Reinforced Concrete Dry Joints in Precast Segmental Bridges

Published:2016-11 Issue:11 Volume:21 Page:04016085
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Jiang Haibo¹,Wei Rongbin²,John Ma Zhongguo³,Li Yuhong²,Jing Yuan⁴

Affiliation:

1. Professor, School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou Higher Education Mega Center, Guangzhou 510006, China.

2. Postgraduate, School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou Higher Education Mega Center, Guangzhou 510006, China.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, 313 John D. Tickle, Knoxville, TN 37996-2313; Taishan Scholar, Shandong Jianzhu Univ., Jinan 250101, China (corresponding author).

4. Ph.D Candidate, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, 313 John D. Tickle, Knoxville, TN 37996-2313.

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.1943-5592.0000968

Reference18 articles.

1. Influencia del número de llaves en la resistencia a cortante de juntas secas postensadas

2. Beattie S. M. (1989) “Behavioral improvements in segmental concrete bridge joints through the use of steel fibers.” M.S. dissertation Massachusetts Institute of Technology Boston.

3. Shear Behavior of Joints in Precast Concrete Segmental Bridges

4. Construction of the PS34 UHPFRC Bridge

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