Numerical model for time-dependent cracking and deflection of large-span concrete bridge structures-Reference-Cited by-同舟云学术

Numerical model for time-dependent cracking and deflection of large-span concrete bridge structures

Published:2024-08-24 Issue: Volume: Page:1-16
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Wu Shiyu¹,Tong Teng¹²³,Fang Yuan⁴,Ge Fei⁴

Affiliation:

1. School of Civil Engineering, Southeast University, Nanjing, China

2. State Key Laboratory of Safety, Durability and Healthy Operation of Long Span Bridges, Southeast University, China

3. Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast University, Nanjing, China

4. ATCDI Engineering Intelligent Maintenance Tech Co., Ltd, Hefei, China

Funder

National Natural Science Foundation of China

National Natural Science Foundation

Zhishan Youth Scholar Program of SEU

Technology program of ATCDI Engineering Intelligent Maintenance Tech Co., Ltd.

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2024.2390465

Reference50 articles.

1. ACI (American Concrete Institute). (2008). Prediction of creep, shrinkage, and temperature effects in concrete structures. ACI 209R-92. Farmington Hills, MI: American Concrete Institute.

2. ACI (American Concrete Institute). (2011). Building code requirements for structural concrete. ACI 318-08. Farmington Hills, MI: American Concrete Institute.

3. Investigation of measured prestress losses compared with design prestress losses in AASHTO Types II, III, IV, and VI bridge girders

4. Microprestress-Solidification Theory for Concrete Creep. I: Aging and Drying Effects

5. Theory of cyclic creep of concrete based on Paris law for fatigue growth of subcritical microcracks