基于数字视频方法的聚丙烯纤维自密实混凝土动态流动过程

罗滔, 李佳奇, 卜妍妍, 陈乙炫, 李黎, 李玉洁, 罗丽

长江科学院院报 ›› 2026, Vol. 43 ›› Issue (10) : 210-218.

PDF(2057 KB)
PDF(2057 KB)
长江科学院院报 ›› 2026, Vol. 43 ›› Issue (10) : 210-218. DOI: 10.11988/ckyyb.20260311
堆石混凝土高坝建设与智能建造专栏

基于数字视频方法的聚丙烯纤维自密实混凝土动态流动过程

作者信息 +

Dynamic Flow Process of Polypropylene Fiber Self-compacting Concrete Based on Digital Video Method

Author information +
文章历史 +

摘要

聚丙烯纤维可显著提升堆石混凝土坝面层自密实混凝土(SCC)的抗裂性能,优良的工作性是其工程应用前提。采用数字视频方法,研究0%~0.4%不同体积掺量聚丙烯纤维对SCC坍落扩展动态流动行为的影响,分析流动圆度、扩展度时程、速率演化特征。结果表明:聚丙烯纤维显著降低了自密实混凝土的扩展度和流动速度;0.1%掺量下流动均匀性最优;0.2%为临界掺量,超过该掺量后混凝土流动性急剧劣化。SCC扩展度为713~490.5 mm;V型漏斗流动时间为10.6~13.3 s,两者变化趋势与全过程动态流动规律吻合。

Abstract

[Objective] Polypropylene fibers can significantly enhance the crack resistance of self-compacting concrete (SCC) when it is applied in the surface layer of rock-filled concrete (RFC) dams, and excellent workability is a prerequisite for its successful engineering application. Digital video methods can capture the morphological evolution and spreading characteristics of concrete during the flow process, overcoming the information limitations of traditional single end-point measurements. However, existing studies based on digital video methods have mostly focused on the development of workability measurement techniques or flow analysis of paste systems, leaving a gap in systematic research on the morphological and velocity variation patterns throughout the entire slump flow process of polypropylene fiber-reinforced SCC. [Methods] Using a digital video method, we investigated the effects of polypropylene fibers at different volume fractions (ranging from 0% to 0.4%) on the dynamic slump flow behavior of SCC. Specifically, we analyzed the flow roundness, the time history of slump flow, and the evolution of flow rate during the slumping process. [Results] Polypropylene fibers markedly reduce both the slump flow distance and the flow velocity of SCC. The optimal flow uniformity is observed at a fiber content of 0.1%. The critical fiber content is determined to be 0.2%; beyond this content, the flowability of concrete deteriorates sharply. Under the five different fiber contents, the measured slump flow diameters of SCC range from 713 mm down to 490.5 mm, while the V-funnel flow times range from 10.6 seconds to 13.3 seconds. The trends of both conventional indicators are fully consistent with the full-process dynamic flow behavior observed in the experiments. [Conclusions] This study elucidates the influence mechanism of polypropylene fibers on the flow performance of SCC from a full-process dynamic perspective, thereby providing a valuable reference for engineering applications in dam construction.

关键词

聚丙烯纤维 / 自密实混凝土 / 数字视频方法 / 动态流动过程 / 工作性能

Key words

polypropylene fibers / self-compacting concrete / digital video method / dynamic flow process / workability

引用本文

导出引用
罗滔, 李佳奇, 卜妍妍, 等. 基于数字视频方法的聚丙烯纤维自密实混凝土动态流动过程[J]. 长江科学院院报. 2026, 43(10): 210-218 https://doi.org/10.11988/ckyyb.20260311
LUO Tao, LI Jia-qi, BU Yan-yan, et al. Dynamic Flow Process of Polypropylene Fiber Self-compacting Concrete Based on Digital Video Method[J]. Journal of Changjiang River Scientific Research Institute. 2026, 43(10): 210-218 https://doi.org/10.11988/ckyyb.20260311
中图分类号: TV43 (水工混凝土和砂浆)   

参考文献

[1]
金峰, 周虎, 李玲玉, 等. 堆石混凝土系列技术在西部水电工程中的应用[J]. 水电与抽水蓄能, 2021, 7(1):16-22.
(Jin Feng, Zhou Hu, Li Lingyu, et al. Application of innovative technologies based on rock-filled concrete in hydropower projects in western China[J]. Hydropower and Pumped Storage, 2021, 7(1): 16-22. (in Chinese))
[2]
马海兵, 胡永胜, 贡强, 等. 外掺短切纤维对TRC基体高温力学性能的影响[J]. 内蒙古工业大学学报(自然科学版), 2025, 44(2):134-141.
(Ma Haibing, Hu Yongsheng, Gong Qiang, et al. The effect of chopped fibers on the mechanical properties of TRC matrix at high temperature[J]. Journal of Inner Mongolia University of Technology (Natural Science Edition), 2025, 44(2): 134-141. (in Chinese))
[3]
张根盛, 柳根金, 郭星楠, 等. 钢纤维混凝土开裂后力-电耦合试验研究[J]. 内蒙古工业大学学报(自然科学版), 2025, 44(3): 261-266.
(Zhang Gensheng, Liu Genjin, Guo Xingnan, et al. Experimental study on the electrical-mechanical coupling behavior of steel fiber reinforced concrete after cracking[J]. Journal of Inner Mongolia University of Technology (Natural Science Edition), 2025, 44(3): 261-266. (in Chinese))
[4]
Smarzewski P, Jancy A. Comparative study on mechani-cal performance and toughness of high-performance self-compacting concrete with polypropylene and basalt fibres[J]. Materials, 2025, 18(16): 3833.
This study investigates the flexural performance, tensile splitting strength, and fracture behaviour of self-compacting concrete (SCC) reinforced with polypropylene (PP) and basalt (BF) fibres. A total of eleven SCC mixtures with varying fibre types and volume fractions (0.025–0.25%) were tested at 7 and 28 days. In this study, the term high-performance concrete (HPC) refers to SCC mixtures with a 28-day compressive strength exceeding 60 MPa, as commonly accepted in European standards and literature. The control SCC achieved 68.2 MPa at 28 days. While fibre addition enhanced the tensile and flexural properties, it reduced workability, demonstrating the trade-off between mechanical performance and flowability in high-performance SCC. The experimental results demonstrate that both fibre types improve the tensile behaviour of SCC, with distinct performance patterns. PP fibres, owing to their flexibility and crack-bridging capability, were particularly effective at early ages, enhancing the splitting tensile strength by up to 45% and flexural toughness by over 300% at an optimal dosage of 0.125%. In contrast, BF fibres significantly increased the 28-day toughness (up to 15.7 J) and post-cracking resistance due to their superior stiffness and bonding with the matrix. However, high fibre contents adversely affected workability, particularly in BF-reinforced mixes. The findings highlight a dosage-sensitive behaviour, with optimum performance observed at 0.05–0.125% for PP and 0.125–0.25% for BF. While PP fibres improve crack distribution and early-age ductility, BF fibres offer higher stiffness and energy absorption in post-peak regimes. Statistical analysis (ANOVA and Tukey’s test) confirmed significant differences in the mechanical performance among fibre-reinforced mixes. The study provides insights into selecting appropriate fibre types and dosages for SCC structural applications. Further research on hybrid fibre systems and long-term durability is recommended. The results contribute to sustainable concrete design by promoting enhanced performance with low-volume, non-metallic fibres.
[5]
周玲珠, 罗远彬, 郑愚, 等. 高掺量聚丙烯纤维自密实混凝土制备及其性能研究[J]. 硅酸盐通报, 2017, 36(12):3971-3977.
摘要
为了有效提高高掺量聚丙烯纤维自密实混凝土的工作性能,将调整水胶比和砂率进行配制聚丙烯纤维体积掺量为0.5%的自密实混凝土并对其材料性能进行试验研究.研究表明:高掺量聚丙烯纤维的掺入对自密实混凝土的流动性有较大影响,适当调整水胶比和砂率可配制满足工作性能要求的高掺量聚丙烯纤维自密实混凝土;水胶比的增大提高了高掺量聚丙烯纤维自密实混凝土的扩展度,同时也提高了其离析的风险,降低了其抗压强度;砂率的增大对高掺量聚丙烯纤维自密实混凝土的抗压强度基本没有影响,但可提高其拌合物的粘聚性.
(Zhou Lingzhu, Luo Yuanbin, Zheng Yu, et al. Preparation and behaviour of self-compacting concrete with high volume of polypropylene fiber[J]. Bulletin of the Chinese Ceramic Society, 2017, 36(12):3971-3977. (in Chinese))
[6]
Altalabani D, Linsel S, Bzeni D K H. Rheological properties and strength of polypropylene fiber-reinforced self-compacting lightweight concrete produced with ground limestone[J]. Arabian Journal for Science and Engineering, 2020, 45(5): 4171-4185.
[7]
Barka M, Taleb O, Tedjditi A K, et al. Impact of polypropylene fibers on the rheological, mechanical, and thermal properties of self-compacting concrete[J]. MRS Advances, 2024, 9(14): 1128-1136.
[8]
He S, Gao P, Wang C, et al. Automatic measurement method of slump flow of cement paste based on dynamic image processing technology[J]. Advances in Materials Science and Engineering, 2022, 2022: 9950524.
[9]
丁仲聪, 安雪晖. 基于双轴图像的自密实混凝土工作性能分析[J]. 清华大学学报(自然科学版), 2018, 58(11): 979-985.
(Ding Zhongcong, An Xuehui. Analysis of self-compacting concrete workability based on twin-shaft mixing images[J]. Journal of Tsinghua University (Science and Technology), 2018, 58(11): 979-985. (in Chinese))
[10]
伍勇华, 李莹, 党梓轩, 等. 利用坍落扩展试验表征水泥基材料流变参数研究进展[J]. 材料导报, 2022, 36(16): 155-162.
(Wu Yonghua, Li Ying, Dang Zixuan, et al. Recent advances in the use of slump-flow test in characterizing rheological parameters of cement-based materials[J]. Materials Reports, 2022, 36(16): 155-162. (in Chinese))
[11]
Saleh Ahari R, Erdem T K, Ramyar K. Time-dependent rheological characteristics of self-consolidating concrete containing various mineral admixtures[J]. Construction and Building Materials, 2015, 88: 134-142.
[12]
贺东青, 李志友, 李衫元, 等. 纤维增强SCLC的工作性能及匀质性研究[J]. 河南大学学报(自然科学版), 2023, 53(1):83-92.
(He Dongqing, Li Zhiyou, Li Shanyuan, et al. Research on working performance and homogeneity of fiber reinforced SCLC[J]. Journal of Henan University (Natural Science), 2023, 53(1):83-92. (in Chinese))
[13]
李雪莹, 马芹永. 混杂纤维自密实混凝土的性能试验与分析[J]. 科学技术与工程, 2019, 19(24):359-364.
(Li Xueying, Ma Qinyong. Experiment and analysis on properties of hybrid fiber reinforced self-compacting concrete[J]. Science Technology and Engineering, 2019, 19(24):359-364. (in Chinese))
[14]
Ahmad J, Burduhos-Nergis D D, Arbili M M, et al. A review on failure modes and cracking behaviors of polypropylene fibers reinforced concrete[J]. Buildings, 2022, 12(11): 1951.
[15]
Qian Y. Characterization of structural rebuilding and shear migration in cementitious materials in considera-tion of thixotropy[D]. New York: Columbia University, 2017.
[16]
Neophytou M K A, Pourgouri S, Kanellopoulos A D, et al. Determination of the rheological parameters of self-compacting concrete matrix using slump flow test[J]. Applied Rheology, 2010, 20(6): 62402-1-62402-12.
[17]
Cai Y, Liu Q F, Chen M, et al. A CFD-based numerical model for predicting the slump and slump flow of fresh concrete from a rheological perspective[J]. Construction and Building Materials, 2025, 458: 138501.
[18]
Zhang K, Lin C, Pan L. Investigation of the effect of sisal fibers on rheological properties of cement-paste[J]. Journal of Materials in Civil Engineering, 2023, 35(12): 04023463.
[19]
Cao M, Li L, Shen S. Influence of reinforcing index on rheology of fiber-reinforced mortar[J]. ACI Materials Journal, 2019, 116(6): 95-105.
The relationships between the reinforcing index (RI: the product of volume fraction and length-to-diameter ratio of fibers) and rheological parameters (hysteresis loop area, yield stress, plastic viscosity, flow spread, and flow rate) of a single type of fiber-reinforced cementitious composites (SgFRCCs) and hybrid fiber-reinforced cementitious composites (HyFRCCs) with steel, polyvinyl alcohol (PVA) fibers, and calcium carbonate (CaCO3) whiskers, were systematically studied for the first time. After shearing action, short whiskers between cement particles prevented the cement particles from coming close to each other, leading to more irreversible broken structures in the entire rheological test process, which means higher hysteresis loop areas than those of longer fibers. The new hybrid fiber system decreased the yield stress and plastic viscosity to a certain extent, as a result of the "grading effect" of hybrid fibers and whiskers. Based on the theoretical framework of random loose packing, the critical RI values for single PVA fibers and hybrid fibers were approximately 1.0 and 2.0, respectively, which supports this theoretical framework and the effect of critical RI values in fiber-reinforced mortar. The influence of the RI on the characteristics of fresh HyFRCCs can be quantified well into a multivariate linear relationship. Moreover, these findings can be used to optimize fiber mixtures in practical project applications.
[20]
Lee S J, Ryu S, Won J P. Relationship between the rheology and flowability of self-compacting structural synthetic fibre-reinforced cementitious composites[J]. Composite Structures, 2021, 267: 113862.
[21]
Li M, Li V C. Rheology, fiber dispersion, and robust properties of Engineered Cementitious Composites[J]. Materials and Structures, 2013, 46(3): 405-420.
[22]
陈婷婷, 王晨, 程金兰, 等. 相同集聚因子时纤维悬浮液的流动特征及机理[J]. 林业工程学报, 2020, 5(4): 121-126.
(Chen Tingting, Wang Chen, Cheng Jinlan, et al. Flow characteristics and mechanism of fiber suspension with the same crowding number[J]. China Forestry Science and Technology, 2020, 5(4): 121-126. (in Chinese))
[23]
张坤, 潘莉莎, 林常, 等. 聚丙烯纤维与聚羧酸减水剂对水泥净浆流动性协同作用研究[J]. 新型建筑材料, 2017, 44(1):89-93.
(Zhang Kun, Pan Lisha, Lin Chang, et al. Synergistic action of polypropylene fiber and polycarboxylate superplasticizer on flowability of cement paste[J]. New Building Materials, 2017, 44(1):89-93. (in Chinese))

基金

国家自然科学基金面上项目(52679142)
陕西省教育厅青年创新团队项目(25JP191)
陕西省教育厅青年创新团队项目(24JP197)
西北农林科技大学大学生创新训练计划项目(XN2026008195)

编辑: 王 慰
PDF(2057 KB)

Accesses

Citation

Detail

段落导航
相关文章

/

〈 〉