试样厚度和纤维长度对超高分子量纤维增强混凝土结构(UHPFRC)拉伸和开裂行为的影响:单轴拉伸试验和微机械建模

IF 10.8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Zhenyu Tao , Minghong Qiu , Kay Wille , Yanping Zhu , Rensheng Pan , Zhao Li , Xudong Shao
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引用次数: 0

摘要

本研究旨在探讨试样厚度和纤维长度对超高性能纤维增强混凝土(UHPFRC)拉伸和开裂行为的影响。为此,采用三种试样厚度(30、50 和 100 毫米)和两种纤维长度(13 和 20 毫米)进行了单轴拉伸试验,并基于图像识别对纤维取向、分散和试样空隙进行了定量评估。试验结果表明,随着试样厚度的减小和纤维长度的增加,纤维的取向得到了改善。同时,随着试样厚度的减小,初始开裂和峰值应力以及限制开裂的能力也得到了提高。建立了一个考虑了壁效应、扁平效应和挤压效应的修正预测模型,用于预测纤维取向角的概率密度函数 p(θ)。此外,还引入了均匀性系数 μ2 来预测裂纹数,并确定了 μ2 与参数 ψ = (Vf × lf / df) / t 之间的关系。此外,还建立了将主裂纹宽度转换为单轴拉伸应变的模型。所有模型和关系都通过测试数据进行了验证。建立的微观力学模型考虑了预测的 p(θ)和转换模型,用于预测 UHPFRC 的单轴拉伸响应,该模型也成功地通过测试数据进行了验证。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effects of specimen thickness and fiber length on tensile and cracking behavior of UHPFRC: Uniaxial tensile test and micromechanical modeling
This study aims to investigate the effects of specimen thickness and fiber length on the tensile and cracking behaviors of ultra-high-performance fiber-reinforced concrete (UHPFRC). To this end, a uniaxial tensile test was conducted with three specimen thicknesses (30, 50, and 100 mm) and two fiber lengths (13 and 20 mm), and the fiber orientation, dispersion and specimen void were quantitatively evaluated based on image recognition. The test results indicated that fiber orientation was improved with the decreased specimen thickness and increased fiber length. Meanwhile, the initial cracking and peak stress, capacity to limit cracking were enhanced with the decreased specimen thickness. A modified prediction model considering the wall effect, flattening and squeezing effect was developed to predict the probability density function p(θ) of fiber orientation angle. Additionally, the uniformity factor μ2 was introduced to predict crack number, and the relationship between the μ2 and parameter ψ = (Vf × lf/df)/t was determined. Furthermore, a model was developed to convert the main crack width into uniaxial tensile strain. All models and relationships were validated using test data. A micromechanical model that considered the predicted p(θ) and conversion model was established to predict the uniaxial tensile response of UHPFRC, which was also successfully validated using test data.
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来源期刊
Cement & concrete composites
Cement & concrete composites 工程技术-材料科学:复合
CiteScore
18.70
自引率
11.40%
发文量
459
审稿时长
65 days
期刊介绍: Cement & concrete composites focuses on advancements in cement-concrete composite technology and the production, use, and performance of cement-based construction materials. It covers a wide range of materials, including fiber-reinforced composites, polymer composites, ferrocement, and those incorporating special aggregates or waste materials. Major themes include microstructure, material properties, testing, durability, mechanics, modeling, design, fabrication, and practical applications. The journal welcomes papers on structural behavior, field studies, repair and maintenance, serviceability, and sustainability. It aims to enhance understanding, provide a platform for unconventional materials, promote low-cost energy-saving materials, and bridge the gap between materials science, engineering, and construction. Special issues on emerging topics are also published to encourage collaboration between materials scientists, engineers, designers, and fabricators.
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