硅酸盐学报

混杂纤维增韧水泥基复合材料的静动态弯拉性能

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龙广成 ¹^,² , 李承洋 ¹ , 张占森 ² , 杨恺 ¹ , 赵洪 ¹ , 朱德举 ³ , 谢友均 ¹ , 曾晓辉 ¹

硅酸盐学报 | 研究论文 2024,52(2): 592-602

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硅酸盐学报 |研究论文 2024 , 52 (2) : 592 -602

混杂纤维增韧水泥基复合材料的静动态弯拉性能

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龙广成¹^,², 李承洋¹, 张占森², 杨恺¹, 赵洪¹, 朱德举³, 谢友均¹, 曾晓辉¹

作者信息

^1．中南大学土木工程学院，长沙 410075

^2．高速铁路工程技术研发中心，山东铁路投资控股集团有限公司，济南 250102

^3．湖南大学土木工程学院，长沙 410082

作者简介:

龙广成（1973—），男，博士，教授。

Static and Dynamic Flexural Properties of Hybrid Fiber-Toughing Cementitious Composites

Guangcheng LONG¹^,², Chengyang LI¹, Zhansen ZHANG², Kai YANG¹, Hong ZHAO¹, Deju ZHU³, Youjun XIE¹, Xiaohui ZENG¹

Affiliations

^1.School of Civil Engineering, Central South University, Changsha 410075, China

^2.High-speed Railway Engineering Technology Research and Development Center, Shandong Railway Investment Holding Group Co., LTD., Jinan 250102, China

^3.College of Civil Engineering, Hunan University, Changsha 410082, China

LONG Guangcheng (1973-), male, Ph.D., Professor. E-mail: longguangcheng@csu.edu.cn

出版时间: 2024-02-20 doi: 10.14062/j.issn.0454-5648.20230459

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摘要

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为了掌握钢纤维-聚乙烯纤维（PE纤维）混杂对水泥基材料静动态弯拉性能的影响规律，通过三点弯拉试验和落锤冲击试验方法，研究了钢-PE纤维混杂（掺量保持体积分数2.0%不变）增韧水泥基复合材料（HFTCC）的静动态弯拉性能，分析了钢纤维与PE纤维的混杂效应以及相应的增韧机理。结果表明：HFTCC静态弯拉性能与钢-PE纤维中PE纤维掺量正相关，而动态弯拉性能与钢纤维掺量表现出较强的正相关。1.5%（体积分数）PE纤维与0.5%钢纤维混杂表现出最佳的静态弯拉峰值应力；1.5%钢纤维0.5%PE纤维表现出最佳的动态弯拉能量吸收。在静态弯拉下，钢-PE混杂纤维相较于2.0%钢纤维对HFTCC峰值强度及能量吸收提升幅度分别为26.5%~31.7%与14.8%~56.8%；HFTCC的动态强度增长因子（DIF）与能量吸收表现出明显的应变率效应。钢纤维和PE纤维适当混杂可对HFTCC发挥较好的协同增强增韧效应，从而有效提升HFTCC的静动态弯拉性能。

关键词

水泥基复合材料 / 混杂纤维增韧 / 静动态弯拉性能 / 弯曲韧性

Abstract

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Introduction

Cementitious materials are widely used in construction due to their wide range of raw material sources and easy construction. However, the characteristics of brittleness and easy cracking restrict their application in ductile structures. Fiber toughening is an effective approach to enhance the toughness of cementitious materials. The damage of cementitious materials is a gradual, multi-scale occurrence of the process. The first micrometer-scale cracks emerge, gradually expand and become larger with the increase of the load, forming the microscopic cracks, following convergence, developing macroscopic cracks, and ultimately leading to the material failure. Therefore, the toughening and crack-resisting effect of single-scale fibers are difficult to meet the multi-scale cracking process of cementitious composites. To correspond to this process, the hybrid fiber is an effective method, and the synergistic effect between different types of fibers can achieve the effect of "1+1>2". There exist a few studies on the static flexural performance of hybrid fiber-toughing cementitious composites (HFTCC), but there is paucity of studies on the dynamic flexural behavior of HFTCC. To understand the hybrid effect of steel fiber and polyethylene fiber (PE fiber) on the static and dynamic flexural properties of cementitious composites, the static and dynamic flexural performances of HFTCC were investigated via three point bending test and drop weight impact test. In addition, the hybrid effect of steel fiber/PE fiber and the corresponding toughening mechanism were also analyzed.

Methods

The three-point bending tests were carried out based on a reference (GB/T 17671—2021). An electro-hydraulic servo universal testing machine (INSTRON 1342) was used to carry out the three-point bending test, at a loading rate of 0.2 mm/min. Load transducers and displacement sensor were used to record the load and mid-span deflection (δ) changes during the test, and the loading was stopped when the δ value reached 5 mm.

The impact flexural properties were determined by a model INSTRON-CEAST 9340 drop weight impact testing machine. The required velocities were obtained by releasing the impactor from a predetermined height. The mass of the impact hammer head used in this test was 4.08 kg, the set impact speeds were 3 m/s and 4 m/s, and the impact force was collected by a high-speed data acquisition system (within 22 kN) at a data acquisition frequency of 0.5 MHz.

Results and discussion

The failure pattern of specimens indicates that fibers can effectively improve the dynamic flexural properties of specimens due to the fiber bridging and crack-blocking effect. Compared with PE fibers, steel fibers have a higher stiffness and a better ductility, which can resist the deformation of the specimen and limit the degree of opening of the main crack, thus improving the flexural properties of the specimen.

Comprehensive analysis of load-displacement curve of HFTCC specimens shows that the static flexural performance of HFTCC is positively correlated to the PE fiber content, and the dynamic flexural performance demonstrates a positive correlation with the steel fiber content. The specimen with 1.5% (in volume fraction) PE fiber and 0.5% steel fiber exhibits the optimal static flexural peak stress, while the specimen with 1.5% steel fiber and 0.5% PE fiber presents the optimal dynamic flexural energy absorption. Under static flexure, the peak strength and energy absorption of HFTCC are increased by 26.5%-31.7% and 14.8%-56.8%, respectively, compared to the specimen with 2.0% steel fiber content.

The dynamic increase factor (DIF) and energy absorption of HFTCC exhibit a significant strain rate effect. Under dynamic loading, the toughening effect of PE fibers is weaker than that of steel fibers, and the incorporation of a large number of PE fibers is not conducive to the enhancement of the dynamic energy absorption capacity of the specimen, which is related to the change in the failure mode of PE fibers. A small amount of PE fibers instead of steel fibers plays a toughening effect, which can exert the enhancement of the specimen dynamic energy absorption capacity.

Synergistic effect analysis reveals that the steel fiber plays the dual effect of enhancement and toughening on the higher rate of dynamic flexure when the steel-PE fiber system with a high dosage of steel fiber due to the high tensile strength, stiffness, and ductility of the steel fiber, effectively enhancing the energy absorption capacity of the HFTCC under the lager deformation.

The schematic diagram of HFTCC physical model was established via the analysis of SEM images. The steel-PE fibers effectively prevent the development of micro-cracks and the formation of macro-cracks, and the steel-PE fibers have a positive effect on the improvement of the mechanical properties and impact resistance of the cementitious materials during the static and dynamic loading process. Also, the micro-morphological analysis of HFTCC indicates that the steel-PE fibers form a three-dimensional mesh structure to have the effect of fiber toughening and crack-resisting on the matrix.

Conclusions

1) The steel-PE hybrid fibers improved the static and dynamic flexural properties of HFTCC, in which the 0.5% (in volume fraction) steel-1.5% PE hybrid fiber HFTCC exhibited the optimal static peak bending and tensile stresses, while the 1.5% steel-0.5% PE hybrid fiber HFTCC had the optimal energy absorption under the dynamic loads. The DIF and energy absorption of HFTCC had significant strain rate effects.

2) The steel-PE fibers in HFTCC showed a synergistic effect. For the peak load, static flexure mainly showed a positive synergistic effect, and the contribution of PE fibers to the peak stress of HFTCC was weaker than that of steel fibers under the dynamic impact loads. The specimen with 0.5% steel-1.5% PE hybrid fiber under the static flexure effectively improved the energy absorption of HFTCC, with the maximum hybrid coefficient S of 1.239, while the impact dynamic loading under the impact dynamic loading of the specimen with 1.5% steel-0.5% PE hybrid fiber effectively enhanced the energy absorption of HFTCC, with the maximum S of 1.086.

3) The toughening mechanism of HFTCC mainly originated from the synergistic crack-blocking and toughening effect between steel and PE fibers. Especially, the micro-fine steel fibers and PE fibers could fully utilized their respective mechanical properties at their appropriate dosages, thus effectively improving the static and dynamic flexural performances of HFTCC.

Key words

cementitious composites / hybrid fiber toughing / static and dynamic flexural properties / flexural toughness

引用本文

龙广成, 李承洋, 张占森, 杨恺, 赵洪, 朱德举, 谢友均, 曾晓辉. 混杂纤维增韧水泥基复合材料的静动态弯拉性能. 硅酸盐学报, 2024 , 52 (2) : 592 -602 . DOI: 10.14062/j.issn.0454-5648.20230459

Guangcheng LONG, Chengyang LI, Zhansen ZHANG, Kai YANG, Hong ZHAO, Deju ZHU, Youjun XIE, Xiaohui ZENG. Static and Dynamic Flexural Properties of Hybrid Fiber-Toughing Cementitious Composites[J]. Journal of the Chinese Ceramic Society, 2024 , 52 (2) : 592 -602 . DOI: 10.14062/j.issn.0454-5648.20230459

基金

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国家自然科学基金重大项目(A020204)
山东铁投集团开放基金(TTKF2022-05)

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2024年第52卷第2期

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文章信息

doi: 10.14062/j.issn.0454-5648.20230459

接收时间：2023-07-02
首发时间：2026-10-22
出版时间：2024-02-20

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出版历史

收稿日期：2023-07-02
修回日期：2023-09-12

基金

国家自然科学基金重大项目(A020204)

山东铁投集团开放基金(TTKF2022-05)

作者信息

^1．中南大学土木工程学院，长沙 410075

^2．高速铁路工程技术研发中心，山东铁路投资控股集团有限公司，济南 250102

^3．湖南大学土木工程学院，长沙 410082

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2种不同金属材料的力学参数

科 Family	属数 Number of genus	种数 Number of species	占总种数比例 Percentage of total species (%)	属 Genus	种数 Number of species	占总种数比例 Percentage of total species (%)
鹅膏菌科Amanitaceae	2	11	5.26	鹅膏菌属 Amanita	10	4.78
小菇科 Mycenaceae	2	12	5.74	丝盖伞属 Inocybe	5	2.39
多孔菌科 Polyporaceae	8	14	6.70	蜡蘑属 Laccaria	5	2.39
红菇科 Russulaceae	3	23	11.00	小皮伞属 Marasmius	6	2.87
				小菇属 Mycena	11	5.26
				光柄菇属 Pluteus	5	2.39
				红菇属 Russula	17	8.13
				栓菌属 Trametes	5	2.39

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