Assessment of Second-Order Effect in Externally Prestressed Steel–Concrete Composite Beams-Reference-Cited by-同舟云学术

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Assessment of Second-Order Effect in Externally Prestressed Steel–Concrete Composite Beams

Published:2021-06 Issue:6 Volume:26 Page:04021024
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Lou Tiejiong¹,Karavasilis Theodore L.²,Chen Bo³

Affiliation:

1. Professor, Key Laboratory of Roadway Bridge & Structure Engineering, Wuhan Univ. of Technology, 430070 Wuhan, China.

2. Professor, Dept. of Civil Engineering, Univ. of Patras, GR-26500 Patras, Greece.

3. Professor, Key Laboratory of Roadway Bridge & Structure Engineering, Wuhan Univ. of Technology, 430070 Wuhan, China (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.1943-5592.0001718

Reference29 articles.

1. Effect of geometrical properties on strength of externally prestressed steel–concrete composite beams

2. An Improved Methodology for the Prediction of the Stress at Ultimate in Unbonded Internal and External Steel Tendons

3. Prestressed Composite Girders under Positive Moment

4. Load carrying capacity of composite beams prestressed with external tendons under positive moment

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1. Some issues about the behaviour of external pre-stressed steel–concrete composite beams;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2024-02-28

2. Flexural behavior of externally prestressed continuous steel-concrete composite beams;Journal of Constructional Steel Research;2024-01

3. Effect of Tendon-Related Variables on the Behavior of Externally CFRP Prestressed Concrete Beams;Materials;2023-07-24

4. State-of-the-art and annual progress of bridge engineering in 2021;Advances in Bridge Engineering;2022-12-30

5. Size, layout and tendon profile optimization of prestressed steel trusses using Jaya algorithm;Structures;2022-06

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