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Bonding Properties between Fly Ash/Slag-Based Engineering Geopolymer Composites and Concrete
Baogui Wang1,2, Hu Feng1, Hao Huang3
1Yellow River Laboratory, Zhengzhou University, Zhengzhou 450001, China.
This study investigates engineering geopolymer composites (EGCs) for concrete repair, finding that bond strength improves with interface roughness and specific fiber reinforcement. The research establishes a bond-slip model for EGCs bonded to existing concrete structures.
Area of Science:
- Materials Science and Engineering
- Civil Engineering
- Structural Repair
Background:
- Concrete infrastructure repair is challenging, necessitating advanced materials for structural longevity.
- Engineering Geopolymer Composites (EGCs) show promise for rapid structural repair.
- The interfacial bonding performance between existing concrete and EGCs requires thorough investigation.
Purpose of the Study:
- To develop EGCs with superior mechanical properties for concrete repair.
- To evaluate the bonding performance of EGCs with existing concrete substrates.
- To analyze the microstructural characteristics influencing bond strength.
Main Methods:
- Tensile bonding and single shear bonding tests were conducted to assess bond strength.
- X-ray Diffraction (XRD) and Scanning Electron Microscopy (SEM) were used for microstructural analysis.
- A bond-slip model was developed based on experimental data.
Main Results:
- Bond strength increased with interface roughness.
- Polyvinyl alcohol (PVA)-fiber EGCs showed increased bond strength with higher fly ash (FA) content and water-binder ratio.
- Polyethylene (PE)-fiber EGCs exhibited minimal change in bond strength with FA content variation but decreased bond strength with increased water-binder ratio.
Conclusions:
- Interface roughness is a critical factor for EGC-concrete bonding.
- Fiber type (PVA vs. PE) significantly influences EGC bond performance and response to FA content and water-binder ratio.
- Microstructural analysis (XRD, SEM) revealed insights into C-S-H gel formation and fiber-matrix interactions affecting mechanical properties and ductility.
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