Quasi-static and Dynamic Mechanical Properties of Engineered Geopolymer Composites with Hybrid PVA and Recycled Steel Fibres
Author:
Affiliation:
1. Department of Civil, Environmental and Geomatic Engineering, University College London.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/21/5/21_405/_pdf
Reference68 articles.
1. 1) Afroughsabet, V. and Teng, S., (2020). “Experiments on drying shrinkage and creep of high performance hybrid-fiber-reinforced concrete.” Cement and Concrete Composites, 106, 103481.
2. 2) Al-Musawi, H., Figueiredo, F. P., Guadagnini, M. and Pilakoutas, K., (2019). “Shrinkage properties of plain and recycled steel-fibre-reinforced rapid hardening mortars for repairs.” Construction and Building Materials, 197, 369-384.
3. 3) Alrefaei, Y. and Dai, J.-G., (2018). “Tensile behavior and microstructure of hybrid fiber ambient cured one-part engineered geopolymer composites.” Construction and Building Materials, 184, 419-431.
4. 4) ASTM, (2015). “Standard test method for flow of hydraulic cement mortar (ASTM C1437-15).” West Conshohocken, PA, USA: ASTM International.
5. 5) ASTM, (2017a). “Standard practice for use of apparatus for the determination of length change of hardened cement paste, mortar, and concrete (ASTM C490-17).” West Conshohocken, PA, USA: ASTM International.
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1. Effect of PVA fiber on properties of geopolymer composites: A comprehensive review;Journal of Materials Research and Technology;2024-03
2. Sustainable fiber-reinforced geopolymer composites;Sustainable Concrete Materials and Structures;2024
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