Effects of matrix rheological properties on the distribution of steel fibers in concrete

IF 3.9 3区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY
Lingling Zhu, Li Hong, Qijun Yu
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引用次数: 0

Abstract

Steel fiber-reinforced concrete (SFRC) has emerged as a prominent construction material owing to its superior resistance to cracking and impact. The spatial distribution of steel fibers, governed by the rheological properties of the mortar, exerts a critical influence on the toughening efficiency and crack resistance of SFRC. In this study, seven types of cement mortars with various rheological properties and corresponding SFRCs were prepared and investigated to the effect of mortar rheology on fiber dispersion and spatial distribution. Quantitative correlations were established between the rheological properties and two-dimensional (2D) fiber dispersion indicators, including the fiber distribution coefficient (α), orientation coefficient (φ), and effective utilization rate (η). Additionally, the effect of these indicators on the mechanical performance of SFRC was quantified. The spatial distribution characteristics were subsequently analyzed using X-ray computed tomography (CT) with three-dimensional (3D) reconstruction of steel fibers. The results indicated that both φ and η attained peak values when the mortar’s yield stress ranged between 40.00 and 60.00 MPa and its plastic viscosity was within 0.40 to 0.60 Pa·s. Optimal fiber orientation coefficient (α = 0.90–0.92) and effective utilization rate (φ = 0.70–0.75) can enhance the compressive strength of SFRC to 33.6 MPa. The probability distributions of fiber distance r and angle θ followed normal distributions, while the angle φ conformed to an exponential distribution. This study contributes to optimizing the SFRC mixture design and enhancing fiber utilization, while the proposed fiber spatial distribution models serve as input for mesomechanical modeling of SFRC, thereby enabling the simulation of its anisotropic behavior governed by rheological properties.

基体流变特性对混凝土中钢纤维分布的影响
钢纤维增强混凝土(SFRC)因其优异的抗裂性和抗冲击性而成为一种重要的建筑材料。钢纤维的空间分布受砂浆流变特性的支配,对钢纤维的增韧效果和抗裂性能有重要影响。本研究制备了7种具有不同流变性能的水泥砂浆及其相应的纤维纤维纤维,研究了砂浆流变性能对纤维分散和空间分布的影响。建立了流变性能与纤维分布系数(α)、取向系数(φ)、有效利用率(η)等二维(2D)纤维色散指标之间的定量相关性。此外,还量化了这些指标对SFRC力学性能的影响。随后利用x射线计算机断层扫描(CT)对钢纤维进行三维重建,分析其空间分布特征。结果表明,当砂浆屈服应力在40.00 ~ 60.00 MPa之间,塑性粘度在0.40 ~ 0.60 Pa·s之间时,φ和η均达到最大值;最佳纤维取向系数(α = 0.90 ~ 0.92)和有效利用率(φ = 0.70 ~ 0.75)可使SFRC抗压强度达到33.6 MPa。光纤距离r和角度θ的概率分布服从正态分布,而角度φ的概率分布服从指数分布。该研究有助于优化SFRC混合料设计和提高纤维利用率,而所提出的纤维空间分布模型可作为SFRC细观力学建模的输入,从而模拟其受流变特性支配的各向异性行为。
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来源期刊
Materials and Structures
Materials and Structures 工程技术-材料科学:综合
CiteScore
6.40
自引率
7.90%
发文量
222
审稿时长
5.9 months
期刊介绍: Materials and Structures, the flagship publication of the International Union of Laboratories and Experts in Construction Materials, Systems and Structures (RILEM), provides a unique international and interdisciplinary forum for new research findings on the performance of construction materials. A leader in cutting-edge research, the journal is dedicated to the publication of high quality papers examining the fundamental properties of building materials, their characterization and processing techniques, modeling, standardization of test methods, and the application of research results in building and civil engineering. Materials and Structures also publishes comprehensive reports prepared by the RILEM’s technical committees.
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