Shear Behavior of Dry Joints with Castellated Keys in Precast Concrete Segmental Bridges-Reference-Cited by-同舟云学术

Shear Behavior of Dry Joints with Castellated Keys in Precast Concrete Segmental Bridges

Published:2015-02 Issue:2 Volume:20 Page:04014062
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Jiang Haibo¹,Chen Li²,Ma Zhongguo John³,Feng Wenxian¹

Affiliation:

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

2. Ph.D. Candidate, School of Civil and Transportation Engineering, South China Univ. of Technology, Wushan Rd., Tianhe District, Guangzhou 510641, China.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, 313 John D. Tickle Bldg., Knoxville, TN 37996 (corresponding author).

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.1943-5592.0000649

Reference24 articles.

1. ABAQUS 6.10 [Computer software]. Providence RI Dassault Systèmes.

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

3. Testing of externally prestressed concrete beams

4. Breen J. E. et al. (1993). “Shear strength of segmental structures.” Proc. Workshop on Behaviour of External Prestressing in Structures Association Française pour la Construction (AFPC) 287–296.

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