Strain hardening fiber reinforced alkali-activated mortar – A feasibility study
By Bang Yeon Lee, Chang-Geun Cho, Hyunmin Lim, Jin-Kyu Song, Keun-Hyeok Yang, Victor C. Li. 2012
170 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Materials Chemistry
View Paper: https://www.semanticscholar.org/paper/551f60a62048a1501672054ac7b2d42fd5be995c
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In Civil and Structural Engineering
- B. Nematollahi
- Faiz Shaikh
- J. Sanjayan
- R. Ranade
- Motohiro Ohno
- Victor C. Li
- Bang Yeon Lee
- Jeong-Il Choi
In Materials Chemistry
Citations in the corpus
- Ultra-high-ductile behavior of a polyethylene fiber-reinforced alkali-activated slag-based composite (2016, background): “These test results were consistent with those in previous work, which reported that the tensile behavior of PVA-fiber-reinforced alkali-activated composites is also sensitive to the water-to-binder ratio [19].”
- Matrix design of strain hardening fiber reinforced engineered geopolymer composite (2016, methodology): “This could be due to the interfacial properties [53].”
- Comparative deflection hardening behavior of short fiber reinforced geopolymer composites (2014, result): “In other words, the chemical bonding energy and the frictional bond strength of the DFRGC-Na-1 composite increased more than the cracking strength compared to the other DFRGC and DFRCC composites; resulting in higher fiber bridging strength [50].”
- A feasibility study of strain hardening fiber reinforced fly ash-based geopolymer composites (2014, methodology): “applied the micro-mechanical modeling concept to fiber reinforced alkali-activated slag mortar, and experimentally demonstrated the very high tensile ductility and tightly controlled crack width [14].”