Shear Behavior of Precast Concrete Segmental Beams with External Tendons

Author:

Jiang Haibo1,Li Yuhong2,Liu Airong3,Ma Zhongguo John4,Chen Li5,Chen Yuanhang2

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, Guangzhou Univ.-Tamkang Univ. Joint Research Center for Engineering Structure Disaster Prevention and Control, Guangzhou Univ., Guangzhou Higher Education Mega Center, Guangzhou 510006, China.

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, 313 John D. Tickle, Knoxville, TN, 37996–2313; Visiting Professor, Southwest Jiaotong Univ., Chengdu, China (corresponding author).

5. Ph.D. Candidate, State Key Laboratory of Subtropical Building Science, School of Civil Engineering and Transportation, South China Univ. of Technology, Guangzhou 510641, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference33 articles.

1. Testing of externally prestressed concrete beams

2. Shearing tests on thin epoxy-resin joints between precast concrete units;Base G. D.;Concr. Constr. Eng.,1963

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