Key measures for developing structure-function integrated ultra-high performance concrete (UHPC): Hierarchical modification network of multi-scale fillers
DC Field | Value | Language |
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dc.contributor.author | Dong, Sufen | - |
dc.contributor.author | Gu, Jinfang | - |
dc.contributor.author | Xi, Xiaohai | - |
dc.contributor.author | Ouyang, Xinyu | - |
dc.contributor.author | Jang, Sung-Hwan | - |
dc.date.accessioned | 2025-10-17T07:30:30Z | - |
dc.date.available | 2025-10-17T07:30:30Z | - |
dc.date.issued | 2025-10 | - |
dc.identifier.issn | 0950-0618 | - |
dc.identifier.issn | 1879-0526 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/126692 | - |
dc.description.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. | - |
dc.language | 영어 | - |
dc.language.iso | ENG | - |
dc.publisher | ELSEVIER SCI LTD | - |
dc.title | Key measures for developing structure-function integrated ultra-high performance concrete (UHPC): Hierarchical modification network of multi-scale fillers | - |
dc.type | Article | - |
dc.publisher.location | 영국 | - |
dc.identifier.doi | 10.1016/j.conbuildmat.2025.143626 | - |
dc.identifier.scopusid | 2-s2.0-105016315687 | - |
dc.identifier.wosid | 001576501500001 | - |
dc.identifier.bibliographicCitation | CONSTRUCTION AND BUILDING MATERIALS, v.495 | - |
dc.citation.title | CONSTRUCTION AND BUILDING MATERIALS | - |
dc.citation.volume | 495 | - |
dc.type.docType | Article | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.relation.journalResearchArea | Construction & Building Technology | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalResearchArea | Materials Science | - |
dc.relation.journalWebOfScienceCategory | Construction & Building Technology | - |
dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
dc.relation.journalWebOfScienceCategory | Materials Science, Multidisciplinary | - |
dc.subject.keywordPlus | CEMENTITIOUS COMPOSITES | - |
dc.subject.keywordPlus | MECHANICAL-PROPERTIES | - |
dc.subject.keywordPlus | CARBON NANOTUBES | - |
dc.subject.keywordPlus | STEEL-FIBER | - |
dc.subject.keywordPlus | OPTIMIZATION | - |
dc.subject.keywordAuthor | Ultra-high performance concrete (UHPC) | - |
dc.subject.keywordAuthor | Multi-scale fillers | - |
dc.subject.keywordAuthor | Hierarchical regulation | - |
dc.subject.keywordAuthor | Mechanical properties | - |
dc.subject.keywordAuthor | Electrical and sensing properties | - |
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