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Benefits of CaCO3 nanoparticles for the strain hardening behavior of high-strength alkali-activated composites based on blast furnace slag and liquid crystal display glass powder

Authors
Lee, Seung KyunOh, TaekgeunKim, Gi WoongBae, SungchulYoo, Doo-Yeol
Issue Date
Oct-2024
Publisher
Elsevier BV
Keywords
CaCO3 nanoparticle; Micromechanics based design; Microstructure; Pseudo strain-hardening behavior; Strain-hardening alkali-activated composites
Citation
Construction and Building Materials, v.449, pp 1 - 20
Pages
20
Indexed
SCIE
SCOPUS
Journal Title
Construction and Building Materials
Volume
449
Start Page
1
End Page
20
URI
https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/195402
DOI
10.1016/j.conbuildmat.2024.138314
ISSN
0950-0618
1879-0526
Abstract
This study investigates the effect of CaCO3 nanoparticles on the compressive and tensile behaviors of strain-hardening alkali-activated composites made of blast furnace slag and liquid crystal display glass powder (LCDGP) including 2 % polyethylene fibers. The nucleation effect of small amounts of nano-CaCO3 increased the calcium aluminosilicate hydrates in the hardened paste. The addition of 2 % nano-CaCO3 was most effective for enhancing the compressive strength of alkali-activated composites, yielding maximum compressive strength of 81.5 MPa. Although the tensile strength of alkali-activated composites slightly decreased, its strain and energy absorption capacities were improved by incorporating nano-CaCO3 at dosages up to 5 % because the agglomerated nanoparticles acted as artificial flaws. Compared to plain specimen, almost double the strain capacity and g-value (7.12 % and 281.6 kJ/m3) were obtained at 5 % nano-CaCO3. This also resulted in 37.8 % and 62.3 % higher strength- and energy-based pseudo strain hardening indices, respectively, than in the plain counterpart. The addition of 5 % nano-CaCO3 is recommended to achieve excellent tensile behavior of alkali-activated composites without significant strength deterioration.
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COLLEGE OF ENGINEERING (SCHOOL OF ARCHITECTURAL ENGINEERING)
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