Flexural behaviour of reinforced concrete beams under freeze–thaw cycles and sustained load
Author:
Affiliation:
1. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, China
2. Beijing Institute of Architectural Design (Group) Co., Ltd, Beijing, China
Funder
Zhejiang Provincial Natural Science Foundation of China
Central Universities
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/10.1080/15732479.2016.1268172
Reference20 articles.
1. A coupled damage model for RC structures: Proposal for a frost deterioration model and enhancement of mixed tension domain
2. Long-term deflection and flexural behavior of reinforced concrete beams with recycled aggregate
3. Acoustic emission activity of CFRP-strengthened reinforced concrete beams after freeze–thaw cycling
4. Effects of Mixed Corrosion, Freeze-Thaw Cycles, and Persistent Loads on Behavior of Reinforced Concrete Beams
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3. Deterioration law of flexural performance of RC beams with initial cracks under alternating action of salt freeze-thaw cycles and fatigue;Construction and Building Materials;2023-12
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