Key measures for developing structure-function integrated ultra-high performance concrete (UHPC): Hierarchical modification network of multi-scale fillers
- Authors
- Dong, Sufen; Gu, Jinfang; Xi, Xiaohai; Ouyang, Xinyu; Jang, Sung-Hwan
- Issue Date
- Oct-2025
- Publisher
- ELSEVIER SCI LTD
- Keywords
- Ultra-high performance concrete (UHPC); Multi-scale fillers; Hierarchical regulation; Mechanical properties; Electrical and sensing properties
- Citation
- CONSTRUCTION AND BUILDING MATERIALS, v.495
- Indexed
- SCIE
SCOPUS
- Journal Title
- CONSTRUCTION AND BUILDING MATERIALS
- Volume
- 495
- URI
- https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/126692
- DOI
- 10.1016/j.conbuildmat.2025.143626
- ISSN
- 0950-0618
1879-0526
- Abstract
- Employing multi-scale fillers to regulate multiphase composites hierarchically is conducive to compensating for the defect that single-scale fillers can only work in a limited dimension, thereby providing a key measure for preparation of structure-function integrated ultra-high performance concrete (UHPC). In this paper, nanoscale nickel-coated carbon nanotube (Ni-MWCNTs), microscale stainless steel wires (SSWs), and macroscale steel fibers (SFs) are incorporated into UHPC matrix to explore the hierarchical regulation function of multi-scale fillers on the mechanical and electrical/sensing properties of UHPC. Results show that at the nanometer level, the incorporation of multi-scale fillers increases hydration rate of UHPC by 8.78 %, decreases gel pore volume by 75.58 %, and reduces the average Ca/Si ratio in the interfacial transition zone (ITZ) of SFs/SSWs-matrix by 23.42 %/4.52 %. At the micrometer level, the interfacial bond strength between SFs/SSWs and matrix is increased by 5.6 %/7.65 %. Based on the above two-levels regulation effect, the resistance of UHPC with multiscale fillers to three-point flexural cracking is significantly enhanced, reflecting in that the flexural loads corresponding to crack widths of 100 nm/50 mu m are increased by 69.36 %/12.35 % compared to UHPC with SSWs and SFs, the initial cracking load, flexural-tensile modulus are improved by 11.99 %, and 6.63 %, respectively. Furthermore, multi-scale fillers reduce the resistivity of UHPC through long- and short-range conduction effects, and through the gradual disconnection of the hierarchical structure, it exhibits more stable and sensitive sensing performance under flexural loads. The hybrid coefficient of multi-scale fillers on flexural strength is greater than one, verifying that Ni-MWCNTs, SSWs, and SFs have a positive hierarchical regulation effect on UHPC, and this offers an explicit theoretical guidance for developing structure-function integrated UHPC.
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Collections - COLLEGE OF ENGINEERING SCIENCES > DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING > 1. Journal Articles

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