Combined Shear and Bending Behavior of Joints in Precast Concrete Segmental Beams with External Tendons-Reference-Cited by-同舟云学术

Combined Shear and Bending Behavior of Joints in Precast Concrete Segmental Beams with External Tendons

Published:2013-10 Issue:10 Volume:18 Page:1042-1052
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Li Guoping¹,Yang Donghui²,Lei Yu³

Affiliation:

1. Professor, Dept. of Bridge Engineering, Tongji Univ., Shanghai 200092, China.

2. Ph.D. Candidate, Dept. of Bridge Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

3. Engineer, Shanghai Municipal Engineering Design Institute Co. LTD., 901 North Zhongshan Rd., Shanghai 200092, 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.1943-5592.0000453

Reference24 articles.

1. AASHTO. (1999). Guide specifications for the design and construction of segmental concrete bridges 2nd Ed. AASHTO Washington DC 3–118.

2. Bakhoum M. M. (1991). “Shear behavior and design of joints in precast concrete segmental bridges.” Ph.D. thesis Massachusetts Institute of Technology Cambridge MA.

3. Base G. D. (1963). “Shearing tests on thin epoxy-resin joints between precast concrete units.” Concr. and Constr. Eng. 58(7) 273–277.

4. Breen J. E. and Roberts C. L. (1993). “Shear strength of segmental structures.” Proc. Workshop on Behavior of External Prestressing in Structures Association Française pour la Construction France 152–167 (in French).

5. Shear Behavior of Joints in Precast Concrete Segmental Bridges

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