Shear behaviour and theoretical model of large shear key dry joints in precast concrete segmental bridges using advanced monitoring-Reference-Cited by-同舟云学术

Shear behaviour and theoretical model of large shear key dry joints in precast concrete segmental bridges using advanced monitoring

Published:2024-05-16 Issue: Volume: Page:1-13
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Li Shengtao¹²,Liu Duo³,Sun Yangyang⁴,Chen Xudong¹,Casas Joan R.²

Affiliation:

1. Department of Civil and Transportation Engineering, Hohai University, Nanjing, China

2. Department of Civil and Environmental Engineering, Technical University of Catalunya, UPC-BarcelonaTech, Campus Nord, Barcelona, Spain

3. The State Key Laboratory on Safety and Health of In-Service Long-span Bridges, JSTI Group, Nanjing, China

4. College of Defense Engineering, PLA Army Engineering Univ, Nanjing, China

Funder

National Natural Science Foundation of China

Qinghai Provincial Key R&D and Transformation Plan

The Fundamental Research Funds for the Central Universities

CSC scholarship of China

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2024.2350035

Reference36 articles.

1. AASHTO. (2003). Guide specifications for design and construction of segmental concrete bridges: 2003 interim revision (2nd ed.). Washington, DC: AASHTO.

2. ACI. (2014). Building code requirements for structural concrete and commentary. Farminton Hills, MI: ACI.

3. Shear strength of joints in precast posttensioned segmental bridges during 1959–2019, review and analysis

4. Testing of externally prestressed concrete beams

5. A Review of Recent Distributed Optical Fiber Sensors Applications for Civil Engineering Structural Health Monitoring