Design Approach for Flexural Capacity of Prestressed Concrete Beams with External Tendons-Reference-Cited by-同舟云学术

Design Approach for Flexural Capacity of Prestressed Concrete Beams with External Tendons

Published:2018-12 Issue:12 Volume:144 Page:04018215
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Peng Fei¹,Xue Weichen²,Tan Yuan³

Affiliation:

1. Ph.D. Candidate, Dept. of Structural Engineering, Tongji Univ., Siping Rd., 1239, Shanghai 200092, China.

2. Professor, Dept. of Structural Engineering, Tongji Univ., Siping Rd., 1239, Shanghai 200092, China (corresponding author).

3. Ph.D. Student, Dept. of Structural Engineering, Tongji Univ., Siping Rd., 1239, Shanghai 200092, China; presently, Structural Engineer, Myhome Prefabricated Building Technological Co., Ltd., Zhongbei Rd. 9, Wuhan 430071 China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002208

Reference44 articles.

1. Analysis of Beams Prestressed with Unbonded Internal or External Tendons

2. Testing of externally prestressed concrete beams

3. Prestressing with Unbonded Internal or External Tendons: Analysis and Computer Model

4. Behaviour of partially prestressed beams with external tendons

5. Reinforced concrete T-beams externally prestressed with unbonded carbon fiber-reinforced polymer tendons;Bennitz A.;ACI Struct. J.,2012

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