Neodymium magnets for orientation of steel fibers in concrete: Physical properties, mechanical behavior and image analysis

IF 8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Construction and Building Materials Pub Date : 2025-03-18 DOI:10.1016/j.conbuildmat.2025.140872
Jorge Alexandre Petryszin Montebunhuli , Dimas Alan Strauss Rambo , Ramoel Serafini , Renan Pícolo Salvador , Flávio de Andrade Silva
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Abstract

This study explores how the magnetic orientation of steel fibers influences the physical and mechanical properties of a steel fiber reinforced concrete beam. A set of neodymium magnets coupled to a robotic arm was used to guide the metallic fiber reinforcement within the coarse cementitious matrix. Radiographies of portions of the specimens were used to access the fiber distribution across the hardened specimens. The physical properties were assessed through electrical resistivity, while mechanical behavior was evaluated by compression and three-point bending tests. Fiber counting was used to assess the influence of the notching process on the amount of reinforcement present in the fractured sections of the beams in both random and oriented conditions. Results showed that it is possible to optimize the spatial arrangement of macro metallic fibers in concretes containing coarse aggregates. The orientation of the reinforcement resulted in a decrease in electrical resistivity along the magnets' displacement axis (>80 % average reduction at the base of the prisms). Composites with oriented reinforcement showed on average 24 % more fibers crossing the fractured region than random ones. Furthermore, specimens with oriented fibers exhibited, in general, improved flexural performance and toughness compared to those with random reinforcement. This research highlights a novel approach that can enhance the efficiency and sustainability of steel fiber-reinforced concrete applications.
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混凝土中钢纤维定向用钕磁铁:物理性能、力学行为和图像分析
本研究探讨了钢纤维的磁性取向对钢纤维混凝土梁的物理力学性能的影响。采用一组钕磁铁与机械臂耦合,在粗胶凝基质中引导金属纤维增强。使用部分试样的x射线照相来获取硬化试样上的纤维分布。物理性能通过电阻率来评估,而力学性能通过压缩和三点弯曲测试来评估。纤维计数用于评估缺口过程对随机和定向条件下梁断裂部分中存在的钢筋量的影响。结果表明,宏观金属纤维在含粗集料混凝土中的空间排列是可能的。增强材料的取向导致沿磁体位移轴的电阻率降低(>;80 %在棱镜底部平均降低)。定向增强复合材料的断裂区平均比随机增强复合材料多出24 %的纤维。此外,与随机增强的试件相比,定向纤维的试件总体上表现出更好的抗弯性能和韧性。本研究强调了一种可以提高钢纤维增强混凝土应用效率和可持续性的新方法。
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来源期刊
Construction and Building Materials
Construction and Building Materials 工程技术-材料科学:综合
CiteScore
13.80
自引率
21.60%
发文量
3632
审稿时长
82 days
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.
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