Improving bonding performance of PCM-concrete interface under elevated temperatures by using different adhesives
Author:
Affiliation:
1. School of Civil Engineering, Guangzhou University, Guangzhou, China
2. School of Civil Engineering, Central South University, Changsha, China
3. School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou, China
Funder
Fundamental Research Funds for Central Universities of the Central South University
Department of Science and Technology of Guangdong Province, China
Fundamental Research Funds for the Central Universities of Central South University
Central South University Innovation-Driven Research Programme, China
Publisher
Informa UK Limited
Link
https://www.tandfonline.com/doi/pdf/10.1080/01694243.2024.2368833
Reference43 articles.
1. Behavioral characteristics of RC beams with non-uniform corrosion along the reinforcement;Zhu X;J Intell Constr,2023
2. Computational modeling of combined frost damage and alkali–silica reaction on the durability and fatigue life of RC bridge decks;Gong F;J Intell Constr,2023
3. Computational methods of mass transport in concrete under stress and crack conditions: A review
4. Multi-scale and multi-chemo–physics lifecycle evaluation of structural concrete under environmental and mechanical impacts
5. A method to analyze the long-term durability performance of underground reinforced concrete culvert structures under coupled mechanical and environmental loads
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