Fan Wang
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Fan Wang has a total of 100 co-authors. Here are the top co-authors by number of shared publications:
- Guangcheng Long
School of Civil Engineering, Central South University, Changsha, China
8 shared publications - John L. Zhou
Centre for Green Technology, School of Civil and Environmental Engineering, University of Technology Sydney, Sydney, Australia
8 shared publications Wei Sun
5 shared publicationsGuangcheng Long
4 shared publications- Ling Fan
School of Resources and Safety Engineering, Central South University, Changsha 410083, China
4 shared publications Min Bai
School of Civil Engineering, Central South University, 68 South Shaoshan Road, Changsha, Hunan 410075, China
4 shared publications
Latest Publications
- Open Access
Interfacial Transition Zones in Concrete: A Critical Review of Characterization, Damage Evolution, and Mechanical Response
Local properties of the interfacial transition zone (ITZ) are closely related to damage evolution in concrete, but improvements in interfacial microstructure do not always translate into better overall mechanical performance. This review examines ITZ formation, multiscale characterization, damage evolution, and mechanical response through experimental, numerical, and interface-modification studies. ITZ boundaries and thicknesses depend on characterization parameters and identification criteria; interface quality therefore requires assessment of local properties and their spatial distributions. ITZ effects vary with damage stage and target response. Following preferential interfacial cracking, crack paths, localization, and macroscopic response depend on relative fracture resistance, weak-zone distribution, and loading conditions. The damage-controlling location can consequently shift among the ITZ, mortar, and aggregate, helping explain inconsistent improvements after interface strengthening. Links between measured ITZ properties, post-peak softening, and fracture-energy dissipation still require joint validation against local damage and macroscopic response. Priorities include identifying conditions for damage transfer, determining whether early interfacial cracks continue to contribute, and testing predictions across conditions using local parameters. This synthesis supports evaluation of ITZ contributions, model-parameter selection, and interpretation of interface modification, providing a basis for concrete design and optimization.
Open AccessInterfacial Transition Zones in Concrete: A Critical Review of Characterization, Damage Evolution, and Mechanical Response
Local properties of the interfacial transition zone (ITZ) are closely related to damage evolution in concrete, but improvements in interfacial microstructure do not always translate into better overall mechanical performance. This review examines ITZ formation, multiscale characterization, damage evolution, and mechanical response through experimental, numerical, and interface-modification studies. ITZ boundaries and thicknesses depend on characterization parameters and identification criteria; interface quality therefore requires assessment of local properties and their spatial distributions. ITZ effects vary with damage stage and target response. Following preferential interfacial cracking, crack paths, localization, and macroscopic response depend on relative fracture resistance, weak-zone distribution, and loading conditions. The damage-controlling location can consequently shift among the ITZ, mortar, and aggregate, helping explain inconsistent improvements after interface strengthening. Links between measured ITZ properties, post-peak softening, and fracture-energy dissipation still require joint validation against local damage and macroscopic response. Priorities include identifying conditions for damage transfer, determining whether early interfacial cracks continue to contribute, and testing predictions across conditions using local parameters. This synthesis supports evaluation of ITZ contributions, model-parameter selection, and interpretation of interface modification, providing a basis for concrete design and optimization.
- Open Access
- 1 October 2026
- Published by KEAI Publishing in Underground Space
- Vol. 30, 360-380
Influence of microstructural degradation on airtightness of tunnel concrete under low vacuum conditions
- 1 October 2026
- Published by KEAI Publishing in Underground Space
- Vol. 30, 360-380
Open AccessInfluence of microstructural degradation on airtightness of tunnel concrete under low vacuum conditions
- Open Access
High-Performance Porous Ceramics from Red Mud via Foam-Gelcasting for Efficient Waste Utilization
Red mud, as a by-product of alkaline regeneration of alumina, has limited application due to its strong alkalinity, fine particle size, and complex composition. In this work, red mud porous ceramics with uniform pore size distribution and high mechanical strength were prepared using a foam-gel casting method. The effects of solid loading and sintering temperature on the microstructure of porous ceramics were systematically investigated. The porosity of red mud-based porousceramics sintered at 1150 °C with a solid content of 60.4% was 33.7%, and the maximum compressive strength was 54.70 MPa, while the porousceramics prepared with a solid loading of 34.1% and sintered at 1050 °C achieved a maximum porosity of 79.7% and a compressive strength of 2.36 MPa. Increasing the solid loading reduced porosity and enhanced compressive strength, allowing for the tailoring of mechanical properties to meet specific application requirements. Higher sintering temperature promoted the formation of the liquid phase, enhanced particle bonding, and further improved the compressive strength. Additionally, toxicity leaching tests confirmed that the ceramics are environmentally safe, with leachate levels well within regulated limits. These results demonstrate the potential of foam-gel casting as an effective route for transforming red mud into value-added porous ceramics, thereby contributing to sustainable waste utilization and broadening the application prospects of red mud-based materials.
Open AccessHigh-Performance Porous Ceramics from Red Mud via Foam-Gelcasting for Efficient Waste Utilization
Red mud, as a by-product of alkaline regeneration of alumina, has limited application due to its strong alkalinity, fine particle size, and complex composition. In this work, red mud porous ceramics with uniform pore size distribution and high mechanical strength were prepared using a foam-gel casting method. The effects of solid loading and sintering temperature on the microstructure of porous ceramics were systematically investigated. The porosity of red mud-based porousceramics sintered at 1150 °C with a solid content of 60.4% was 33.7%, and the maximum compressive strength was 54.70 MPa, while the porousceramics prepared with a solid loading of 34.1% and sintered at 1050 °C achieved a maximum porosity of 79.7% and a compressive strength of 2.36 MPa. Increasing the solid loading reduced porosity and enhanced compressive strength, allowing for the tailoring of mechanical properties to meet specific application requirements. Higher sintering temperature promoted the formation of the liquid phase, enhanced particle bonding, and further improved the compressive strength. Additionally, toxicity leaching tests confirmed that the ceramics are environmentally safe, with leachate levels well within regulated limits. These results demonstrate the potential of foam-gel casting as an effective route for transforming red mud into value-added porous ceramics, thereby contributing to sustainable waste utilization and broadening the application prospects of red mud-based materials.
- 8 April 2026
- Published by Elsevier in Ceramics International
- Vol. 52 (14) , 25448-25460
Preparation, properties, and sustainability of high-content embedded alkali-fluxed lithium slag-based foamed ceramics
- 8 April 2026
- Published by Elsevier in Ceramics International
- Vol. 52 (14) , 25448-25460
Preparation, properties, and sustainability of high-content embedded alkali-fluxed lithium slag-based foamed ceramics
- 4 November 2025
- Published by Elsevier in Journal of Environmental Management
- Vol. 395, 127907
A closed-loop strategy for red mud acidic dealkalization: Comparison, reaction behaviors and potential applications
- 4 November 2025
- Published by Elsevier in Journal of Environmental Management
- Vol. 395, 127907
A closed-loop strategy for red mud acidic dealkalization: Comparison, reaction behaviors and potential applications
- 28 October 2025
- Published by Elsevier in Minerals Engineering
- Vol. 235
Red mud-mediated CO2 capture for enhanced carbon reduction and waste-to-resource: A review
- 28 October 2025
- Published by Elsevier in Minerals Engineering
- Vol. 235
Red mud-mediated CO2 capture for enhanced carbon reduction and waste-to-resource: A review
- Open Access
- 29 May 2024
- Published by Elsevier in Computational Particle Mechanics
- Vol. 11 (5) , 2203-2214
A DEM-based framework to optimize the gradation of concrete aggregate using fractal approach
- 29 May 2024
- Published by Elsevier in Computational Particle Mechanics
- Vol. 11 (5) , 2203-2214
Open AccessA DEM-based framework to optimize the gradation of concrete aggregate using fractal approach