Research on Fracture Properties of Rubber Concrete Containing Steel Fibers and Glass Fibers
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摘要: 为改善橡胶混凝土的断裂性能,通过三点弯曲断裂试验,研究了钢纤维-玻璃纤维对橡胶混凝土断裂性能的影响变化规律及其增强机理。结果表明:在混凝土中掺入橡胶粉会削弱混凝土的抗折性能,但有利于改善混凝土的韧性与抗变形能力;钢纤维-玻璃纤维组成的混掺纤维对橡胶混凝土断裂性能具有显著作用,当混掺纤维总量为8%,且钢纤维与玻璃纤维的使用比例为3:1时,混掺纤维橡胶混凝土的抗折强度最高达到7.87 MPa,并具有4 681.60 J/m2的断裂能;基于双K断裂模型分析,混掺纤维能够显著提升橡胶混凝土的断裂韧性,且在混掺纤维总掺量超过6%时最为显著。同时,由于混掺纤维的多尺度协同作用,橡胶混凝土的应力、应变行为得到改善,其抗荷载能力与韧性实现了显著的增强。Abstract: In order to enhance the fracture properties of rubber concrete, a three-point bending fracture test was conducted to study the impact of steel fiber-glass fibers on the fracture properties of rubber concrete and its strengthening mechanism. The findings indicated that the addition of rubber powder to concrete might reduce its flexural performance, but it had a positive effect on enhancing the toughness and deformation resistance of concrete. The hybrid fiber composed of steel fibers and glass fibers had a substantial positive impact on the fracture properties of rubber concrete. When the total amount of hybrid fibers was 8% and the ratio of steel fiber to glass fiber was 3:1, the flexural strength of the rubber concrete containing hybrid fibers reached 7.87 MPa, with a fracture energy of 4 681.60 J/m2. Based on the analysis of the double-K fracture model, it was evident that the hybrid fibers greatly enhanced the fracture toughness of rubber concrete, with the most significant improvement observed when the total amount of hybrid fibers exceeded 6%. Additionally, the multi-scale synergy of hybrid fibers enhanced the stress-strain performance of rubber concrete, resulting in improved load resistance and toughness.
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Key words:
- rubber concrete /
- steel fiber /
- glass fiber /
- hybrid fiber /
- fracture properties
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[1] 徐颖, 刘家兴, 杨荣周,等. 超高强度橡胶混凝土的力学特性及能量演化[J]. 建筑材料学报, 2023, 26(6):612-622. [2] YU Y, JIN Z Q, SHEN D X, et al. Microstructure evolution and impact resistance of crumb rubber concrete after elevated temperatures [J/OL]. Construction and Building Materials, 2023, 384[2023-04-21] https://doi.org/10.1016/j.conbuildmat.2023.131340. [3] 孔慧, 耿欧, 朱思远. 改性废轮胎橡胶混凝土微观结构及其力学性能[J]. 混凝土, 2022(11):152-155,159. [4] 薛刚, 董亚杰, 衣笑,等. 橡胶粒径及掺量对混凝土断裂韧性的影响[J]. 混凝土, 2022(2):99-101,106. [5] YANG G X, FAN Y J, LI X, et al. Influence of rubber powder size and volume fraction on dynamic compressive properties of rubberized mortar [J/OL]. Powder Technology, 2023, 420[2023-02-24] https://doi.org/10.1016/j.powtec.2023.118376. [6] 杨鹏辉, 姚远. 地聚物橡胶混凝土的力学、抗冲击性能及强度机理分析[J]. 硅酸盐通报, 2023, 42(1):239-247. [7] 张海波. 湿热环境下橡胶混凝土力学性能研究[D]. 广州:广东工业大学, 2015. [8] 衣笑. 基于楔入劈拉法的橡胶混凝土抗裂性能研究[D]. 包头:内蒙古科技大学, 2020. [9] WANG H L, WU Y H, CHENG B Q. Mechanical properties of alkali-activated concrete containing crumb rubber particles [J/OL]. Case Studies in Construction Materials, 2022, 16[2021-11-24]. https://doi.org/10.1016/j.cscm.2021.e00803. [10] KAZMI S M S, MUNIR M J, WU Y F, et al. Effect of macro-synthetic fibers on the fracture energy and mechanical behavior of recycled aggregate concrete [J]. Construction and Building Materials, 2018, 189:857-868. [11] NOAMAN A T, BAKAR B A, AKIL H M, et al. Experimental investigation on compression toughness of rubberized steel fibre concrete [J]. Construction and Building Materials, 2016, 115:163-170. [12] 薛刚, 孙立所, 侯玮华,等. 橡胶混凝土抗折强度及细观破坏机理研究[J]. 混凝土, 2021(7):43-47. [13] 丁亚红, 邹成路, 郭猛,等. 钢纤维增强大掺量再生骨料混凝土力学与断裂性能[J]. 硅酸盐通报, 2023, 42(7):2532-2540. [14] XU S L, REINHARDT H W. Determination of double-determination of double-K criterion for crack propagation in quasi-brittle fracture part I:experimental investigation of crack propagation [J]. International Journal of Fracture, 1999, 98(2):111-149. [15] LIU M Y, LU J, MING P, et al. Study of fracture properties and post-peak softening process of rubber concrete based on acoustic emission [J/OL]. Construction and Building Materials, 2021, 313[2021-11-12]. https://doi.org/10.1016/j.conbuildmat.2021.125487. [16] ALGUHI H, TOMLINSON D. Crack behaviour and flexural response of steel and chopped glass fibre-reinforced concrete:experimental and analytical study [J/OL]. Journal of Building Engineering, 2023,75[2023-05-25]. https://doi.org/10.1016/j.jobe.2023.106914. [17] MOAWAD M S, EL-HANAFY A M. Investigation of the effect of using geogrid, short glass, and steel fiber on the flexural failure of concrete beams [J]. Alexandria Engineering Journal, 2023, 68:479-489. [18] 陈茜, 伍勇华. 纤维增强型水泥基复合材料的理论发展及应用分析[J]. 混凝土与水泥制品, 2011(11):39-43. [19] 陈猛, 王瑜婷, 陶云霄,等. 基于分形理论研究RTSF混凝土冲击压缩性能[J]. 东北大学学报(自然科学版), 2022, 43(2):266-273. [20] 王圣怡, 占羿箭, 朱然. 钢纤维与有机合成纤维超高性能混凝土的性能对比[J]. 建筑施工, 2020, 42(10):1913-1916.
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