Effect of C2S and limestone powder contents on interfacial bond characteristics of high-strength steel fibers embedded in low-carbon mortars
- Authors
- Nguyen, Van Thong; Dang, Van Phi; Noh, Hyeon Woo; Kim, Dong Joo
- Issue Date
- Apr-2026
- Publisher
- Elsevier Ltd
- Keywords
- Belite-rich cement; Interfacial bond characteristics; low-carbon mortar; Nanoindentation; Pullout resistance; Sustainability evaluation
- Citation
- Construction and Building Materials, v.519, pp 1 - 27
- Pages
- 27
- Indexed
- SCIE
SCOPUS
- Journal Title
- Construction and Building Materials
- Volume
- 519
- Start Page
- 1
- End Page
- 27
- URI
- https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/219723
- DOI
- 10.1016/j.conbuildmat.2026.145869
- ISSN
- 0950-0618
1879-0526
- Abstract
- This study explores influence of dicalcium silicate (C2S) and limestone powder (LP) contents on the interfacial bond characteristics of smooth and hooked steel fibers embedded in low-carbon mortars. Four mortar compositions with varying LP (0–30%) and C2S (16.4–57.2%) contents were evaluated through single-fiber pullout, compressive tests, SEM–EDS, and nanoindentation (NI) analyses. A mixture containing 10% LP substitution in belite-rich cement (BRC) exhibited optimal performance and sustainability. Although increased C2S content in BRC reduced early-age strength, it significantly enhanced the long-term mechanical and interfacial properties and improved the 90-day compressive strength, bond strength, and pullout energy by up to 65%. Higher LP levels yielded denser fiber–matrix interfacial zones (FMZs) and reduced porosity (25.0%→18.9%), while elevated C2S promoted greater C-S-H formation (34.6%→51.5%). The optimized LP–BRC system demonstrated superior durability and interfacial performance with substantially lower CO2 emissions, offering a viable and sustainable alternative to ordinary Portland cement (OPC).
- Files in This Item
-
Go to Link
- Appears in
Collections - 서울 공과대학 > 서울 건설환경공학과 > 1. Journal Articles

Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.