Fatigue Evaluation of Transverse U-Bar Joint Details for Accelerated Bridge Construction-Reference-Cited by-同舟云学术

Fatigue Evaluation of Transverse U-Bar Joint Details for Accelerated Bridge Construction

Published:2012-03 Issue:2 Volume:17 Page:191-200
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhu Peng¹²³⁴,Ma Zhongguo John¹²³⁴,Cao Qi¹²³⁴,French Catherine E.¹²³⁴

Affiliation:

1. Assistant Professor, Dept. of Building Engineering, Tongji Univ., A422 New Civil Engineering Building, 1239 Siping Road, Shanghai, China 200092; formerly, Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, 223 Perkins Hall, Knoxville, TN 37996-2010.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, 223 Perkins Hall, Knoxville, TN 37996-2010 (corresponding author).

3. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, 223 Perkins Hall, Knoxville, TN 37996-2010.

4. Professor, Dept. of Civil Engineering, Univ. of Minnesota, 122 CivE Building, 500 Pillsbury Dr. S.E., Minneapolis, MN 55455-0220.

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.1943-5592.0000257

Reference10 articles.

1. American Concrete Institute. (2008). “Building code requirements for structural concrete and commentary.” ACI Committee 318 Farmington Hills MI.

2. Chapman C. E. (2010). “Behavior of precast bridge deck joints with small bend diameter U-bars.” M.S. thesis Univ. of Tennessee Knoxville.

3. Development of in situ joints for pre-cast bridge deck units

4. Lewis S. (2009). “Experimental investigation of precast bridge deck joints with U-bar and headed bar joint details.” M.S. thesis Univ. of Tennessee Knoxville.

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