Finite element and experimental investigation of the inclined pull-out behavior of hooked-end steel fibers from carbon nanotube-reinforced ultra-high performance concrete
{"title":"Finite element and experimental investigation of the inclined pull-out behavior of hooked-end steel fibers from carbon nanotube-reinforced ultra-high performance concrete","authors":"Hakan Çağlar","doi":"10.1016/j.conbuildmat.2025.142551","DOIUrl":null,"url":null,"abstract":"<div><div>This research investigates, both numerically and experimentally, the combined effects of carbon nanotube (CNT) and inclination on the pull-out performance of hooked-end steel fibers embedded in CNT-reinforced ultra-high performance concrete (UHPC). For numerical simulation, the finite element method (FEM) was employed using ABAQUS software, with modeling implemented based on cohesive zone theory (CZM). The mechanical properties of the CNT-reinforced UHPC, along with the CZM parameters, were derived from experimental testing across a range of CNT weight percentages (0 %, 0.1 %, 0.2 %, 0.4 %, and 0.6 %). These experimental tests included inclined pull-out tests of both straight and hooked-end steel fibers from UHPC specimens incorporating the aforementioned CNT concentrations. Following validation of the FEM results, a parametric study was conducted to estimate the influence of inclination angle and CNT content on the pull-out response, including peak pull-out force, slip at peak force, pull-out energy, and the extent of matrix spalling observed in each configuration. Results indicate that the inclusion of CNTs enhances the fiber-matrix bond, leading to improved pull-out resistance.</div></div>","PeriodicalId":288,"journal":{"name":"Construction and Building Materials","volume":"490 ","pages":"Article 142551"},"PeriodicalIF":8.0000,"publicationDate":"2025-07-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Construction and Building Materials","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0950061825027023","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0
Abstract
This research investigates, both numerically and experimentally, the combined effects of carbon nanotube (CNT) and inclination on the pull-out performance of hooked-end steel fibers embedded in CNT-reinforced ultra-high performance concrete (UHPC). For numerical simulation, the finite element method (FEM) was employed using ABAQUS software, with modeling implemented based on cohesive zone theory (CZM). The mechanical properties of the CNT-reinforced UHPC, along with the CZM parameters, were derived from experimental testing across a range of CNT weight percentages (0 %, 0.1 %, 0.2 %, 0.4 %, and 0.6 %). These experimental tests included inclined pull-out tests of both straight and hooked-end steel fibers from UHPC specimens incorporating the aforementioned CNT concentrations. Following validation of the FEM results, a parametric study was conducted to estimate the influence of inclination angle and CNT content on the pull-out response, including peak pull-out force, slip at peak force, pull-out energy, and the extent of matrix spalling observed in each configuration. Results indicate that the inclusion of CNTs enhances the fiber-matrix bond, leading to improved pull-out resistance.
期刊介绍:
Construction and Building Materials offers an international platform for sharing innovative and original research and development in the realm of construction and building materials, along with their practical applications in new projects and repair practices. The journal publishes a diverse array of pioneering research and application papers, detailing laboratory investigations and, to a limited extent, numerical analyses or reports on full-scale projects. Multi-part papers are discouraged.
Additionally, Construction and Building Materials features comprehensive case studies and insightful review articles that contribute to new insights in the field. Our focus is on papers related to construction materials, excluding those on structural engineering, geotechnics, and unbound highway layers. Covered materials and technologies encompass cement, concrete reinforcement, bricks and mortars, additives, corrosion technology, ceramics, timber, steel, polymers, glass fibers, recycled materials, bamboo, rammed earth, non-conventional building materials, bituminous materials, and applications in railway materials.