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

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

Published:2012-03 Issue:2 Volume:17 Page:201-210
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhu Peng¹²³,Ma Zhongguo John¹²³,French Catherine E.¹²³

Affiliation:

1. Assistant Professor, Dept. of Building Engineering, Tongji Univ., 1239 Siping Rd., Shanghai, China; 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. 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.1943-5592.0000255

Reference9 articles.

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

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

3. Improved Longitudinal Joint Details in Decked Bulb Tees for Accelerated Bridge Construction: Concept Development

4. Improved Longitudinal Joint Details in Decked Bulb Tees for Accelerated Bridge Construction: Fatigue Evaluation

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