Probability-based surface deterioration assessment of bridge pylon and state updating using inspected crack length distribution-Reference-Cited by-同舟云学术

Probability-based surface deterioration assessment of bridge pylon and state updating using inspected crack length distribution

Published:2023-04-18 Issue: Volume: Page:1-19
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Zhang Mingyang¹,Ruan Xin¹²,Li Yue¹^ORCID,Fu Baiyong³

Affiliation:

1. Department of Bridge Engineering, Tongji University, Shanghai, China

2. Key Laboratory of Performance Evolution and Control for Engineering Structures (Ministry of Education), Tongji University, Shanghai, China

3. CCCC Highway Bridges National Engineering Research Center, Ltd., Beijing, China

Funder

CCCC special research project

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2023.2200755

Reference57 articles.

1. Combined impact of carbonation and crack width on the Chloride Penetration and Corrosion Resistance of Concrete Structures

2. Toward life-cycle reliability-, risk- and resilience-based design and assessment of bridges and bridge networks under independent and interacting hazards: emphasis on earthquake, tsunami and corrosion

3. Time-dependent reliability analysis of existing RC structures in a marine environment using hazard associated with airborne chlorides

4. Application of air cooled pipes for reduction of early age cracking risk in a massive RC wall

5. Thermal Actions for Concrete Bridge Design

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