Residual Flexural Capacity of Composite Beams with Corroded Studs after Fatigue-Reference-Cited by-同舟云学术

Residual Flexural Capacity of Composite Beams with Corroded Studs after Fatigue

Published:2023-06 Issue:6 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Wang Bing¹,Wang Kai²,Liu Xiaoling³,Xu Yichi²

Affiliation:

1. Dept. of Civil Engineering, Ningbo Univ., Ningbo 315211, PR China.

2. Master’s Candidate, Faculty of Maritime and Transportation, Ningbo Univ., Ningbo 315211, PR China.

3. Associate Professor, Faculty of Maritime and Transportation, Ningbo Univ., Ningbo 315211, PR China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6065

Reference38 articles.

1. Behavior of reinforced columns subjected to fatigue loading;Aas-Jakobsen K.;J. Proc.,1973

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

3. Service life prediction of RC structures based on correlation between electrochemical and gravimetric reinforcement corrosion rates;Alghamdi S. A.;Cem. Concr. Compos.,2014

4. Long-Term Mechanical Properties of Steel–Concrete Connectors Subjected to Corrosion and Load Coupling

5. CEN (European Committee for Standardization). 2004. Design of composite steel and concrete structures. Part 1-2: General rules and rules for bridges. EN 1994-1-2. Eurocode 4. Brussels, Belgium: CEN.

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