A feasibility study of strain hardening fiber reinforced fly ash-based geopolymer composites

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Fiber-reinforced geopolymer composites: A review (2020, methodology): “This continuous process results in formation of multiple microcracks and pseudo strain hardening if the material microstructure and associated microparameters controlling macroscopic behavior are carefully optimized according to the micromechanics-based material design theory [87, 89, 186, 187].”
Ultra-high-ductile behavior of a polyethylene fiber-reinforced alkali-activated slag-based composite (2016, background): “Ohno and Li established the feasibility of strain-hardening fiber-reinforced fly-ash-based geopolymer composites with high tensile ductility and a tight crack width [20].”
An integrated design method of Engineered Geopolymer Composite (2018, background): “A preliminary version of EGC has been developed by the authors [15], which has high tensile ductility of over 4% but relatively low compressive strength of 27.”
Matrix design of strain hardening fiber reinforced engineered geopolymer composite (2016, methodology): “The uni-axial tensile performances of the fly ashbased EGCs developed in this study were comparable to those of the fly ash-based EGCs developed by Ohno and Li [54].”