Reliability assessment of existing concrete bridges under the passage of heavy trucks considering bending–shear interaction-Reference-Cited by-同舟云学术

Reliability assessment of existing concrete bridges under the passage of heavy trucks considering bending–shear interaction

Published:2022-01-17 Issue: Volume: Page:1-17
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Zhou Junyong¹,Hu Cuimin¹,Zhang Junping²,Li Tao¹,Yang Mingguan³

Affiliation:

1. School of Civil Engineering, Guangzhou University, Guangzhou, Guangdong, China

2. Earthquake Engineering Research & Test Center, Guangzhou University, Guangzhou, Guangdong, China

3. CCCC Highway Consultants Co. Ltd, Beijing, China

Funder

National Nature Science Foundation of China

Natural Science Foundation of Guangdong Province, China

Science and Technology Program of Guangzhou, China

Fundamental Research Funds for the Central Universities, CHD, China

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/10.1080/15732479.2022.2026980

Reference31 articles.

1. Strength of Plate Girders Under Combined Bending and Shear

2. Estimation of Pavement and Bridge Damage Costs Caused by Overweight Trucks

3. Elfgren, L. (1972). Reinforced concrete beams loaded in combined torsion, bending and shear: a study of the ultimate load-carrying capacity (Doctoral dissertation). Chalmers University of Technology.

4. Fragility analysis of bridges due to overweight traffic load

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