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Pull-out behavior of novel spherical-end steel fibers in zirconium oxide nanoparticle-enhanced ultra-high-performance concrete   
Yazarlar (1)
Dr. Öğr. Üyesi Hakan ÇAĞLAR Dr. Öğr. Üyesi Hakan ÇAĞLAR
Kırşehir Ahi Evran Üniversitesi, Türkiye
Devamını Göster
Özet
This study introduces a novel steel fiber with spherical ends, designed to enhance mechanical interlocking in ultra-high-performance concrete (UHPC) matrices. The UHPC was further reinforced with zirconium oxide (ZrO₂) nanoparticles to improve its mechanical properties. A nonlinear finite element method (FEM), along with a multiscale modeling approach, was used to simulate fiber pull-out and flexural behavior. Experimental tests, including compressive and tensile strength measurements, were conducted to calibrate and validate the nu- merical models. Results show that the optimal nanoparticle content is 1.0 wt%, which increased compressive and tensile strengths by 37 % and 38 %, respectively. Compared to straight fibers, the spherical-end fibers exhibited significantly improved performance, with a 124 % increase in pull-out force and a 188 % increase in pull-out energy. In three-point bending tests, UHPC specimens with 2 vol% spherical-end fibers showed a 214 % in- crease in flexural strength over plain UHPC and about 102 % over those with straight fibers. These results un- derscore the effectiveness of spherical-end fibers in improving the toughness and load-bearing capacity of UHPC, making them highly suitable for high-performance structural applications.
Anahtar Kelimeler
Spherical-end steel fibers, Pull-out behavior, Ultra-high-performance concrete (UHPC), Zirconium OXide Nanoparticles, Multi-scale modeling, Flexural strength
Makale Türü Özgün Makale
Makale Alt Türü SSCI, AHCI, SCI, SCI-Exp dergilerinde yayımlanan 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 05-2025
Cilt No 485
Sayı 485
Sayfalar 1 / 17
Doi Numarası 10.1016/j.conbuildmat.2025.141898
Makale Linki https://www.sciencedirect.com/journal/construction-and-building-materials/vol/485/suppl/C