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Investigating the compressive and corrosion resistance properties of ultra-high-performance fiber-reinforced concrete enhanced with layered double hydroxide nanoparticles   
Yazarlar (4)
Dr. Öğr. Üyesi Hakan ÇAĞLAR Dr. Öğr. Üyesi Hakan ÇAĞLAR
Kırşehir Ahi Evran Üniversitesi, Türkiye
Doç. Dr. Arzu ÇAĞLAR Doç. Dr. Arzu ÇAĞLAR
Kırşehir Ahi Evran Üniversitesi, Türkiye
Selçuk Çimen
Ministry Of Interior, Türkiye
Volkan Gönen
Gönen Geomatics And Engineering, Türkiye
Devamını Göster
Özet
Despite the growing interest in biodegradable layered double hydroxide (LDH) nanoparticles for cementitious
materials, their influence on permeability-related transport behavior and chloride resistance of ultra-highperformance
fiber-reinforced concrete (UHPFRC) has not yet been systematically investigated. In particular,
the combined role of LDH nanoparticles and steel microfibers in governing moisture transport, chloride ingress,
and mechanical performance of UHPFRC remains insufficiently understood. To address this research gap, the
present study experimentally investigates the synergistic effects of LDH nanoparticles and steel microfibers on
the compressive properties, permeability, and chloride resistance of UHPFRC. LDH nanoparticles were incorporated
at dosages ranging from 0 to 2.5 wt% (0, 0.5, 1.0, 1.5, 2.0, and 2.5 wt%), while a constant steel microfiber
content of 0.2 wt% was maintained. The performance of the modified concretes was evaluated through
compressive strength tests, capillary water absorption and sorptivity measurements in accordance with ASTM
C1585, mercury intrusion porosimetry (MIP) test and the rapid chloride migration test (RCMT). The results
demonstrate that LDH nanoparticles effectively refine the cementitious matrix through pore refinement, hydration
nucleation, and increased diffusion tortuosity, whereas steel microfibers primarily mitigate crack initiation
and propagation, thereby limiting preferential transport pathways. A clear synergistic enhancement in
mechanical and durability performance was observed, with a 22 % increase in compressive strength compared to
the control mixture. Moreover, the incorporation of 2.0 wt% LDH resulted in approximately 37 % reduction in
chloride migration and a pronounced decrease in capillary water absorption. At higher LDH contents, a reduction
in efficiency was observed, indicating the existence of an optimal LDH dosage.
Anahtar Kelimeler
Chloride ingress | Corrosive environment | LDH Nanoparticles | Sorptivity Measurements | Ultra-high-performance fiber-reinforced concrete (UHPFRC)
Makale Türü Özgün Makale
Makale Alt Türü SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale
Dergi Adı Construction and Building Materials
Dergi ISSN 0950-0618 Wos Dergi Scopus Dergi
Dergi Tarandığı Indeksler SCI-Expanded
Dergi Grubu Q1
Makale Dili İngilizce
Basım Tarihi 01-2026
Cilt No 508
Sayı 1
Sayfalar 1 / 14
DOI Numarası 10.1016/j.conbuildmat.2026.145139
Makale Linki https://www.sciencedirect.com/science/article/pii/S0950061826000395