玄武岩橡胶混凝土基本力学性能及受压应力-应变曲线

硅酸盐通报 ›› 2023, Vol. 42 ›› Issue (11): 4063-4071.

所属专题：资源综合利用

玄武岩橡胶混凝土基本力学性能及受压应力-应变曲线

姜天华^1,2, 莫定聪^1,2, 万聪聪^1,2, 卢旭刚^1,2, 李素珠³

1.武汉科技大学城市建设学院,武汉 430065;
2.武汉科技大学高性能工程结构研究院,武汉 430065;
3.仙游县建工投资集团有限公司,莆田 351200

收稿日期:2023-07-17 修订日期:2023-08-23 出版日期:2023-11-15 发布日期:2023-11-22
通信作者: 莫定聪,硕士研究生。E-mail:836958411@qq.com
作者简介:姜天华(1971—),男,博士,教授。主要从事高性能纤维增强聚合物复合材料及其结构的研究。E-mail:wustjth@163.com
基金资助:
福建省住建行业建设科技研究开发项目(2022-K-16,2022-K-18);湖北省住房与城乡建设厅科技计划项目(厅头【2023】1656号-159)

Basic Mechanical Properties and Compressive Stress-Strain Curves of Basalt Rubber Concrete

JIANG Tianhua^1,2, MO Dingcong^1,2, WAN Congcong^1,2, LU Xugang^1,2, LI Suzhu³

1. School of Urban Construction, Wuhan University of Science and Technology, Wuhan 430065, China;
2. Institute of High Performance Engineering Structure, Wuhan University of Science and Technology, Wuhan 430065, China;
3. Xianyou County Construction Engineering Investment Group Co., Ltd., Putian 351200, China

Received:2023-07-17 Revised:2023-08-23 Online:2023-11-15 Published:2023-11-22

摘要/Abstract

摘要： 为探究橡胶颗粒及玄武岩纤维交互耦合后对混凝土力学性能的影响,本文以橡胶体积掺量、玄武岩纤维体积掺量、玄武岩纤维长度作为三个主要因素,通过抗压强度、轴心抗压强度、劈裂抗拉强度及抗折强度试验研究三个因素对玄武岩橡胶混凝土的影响。结果表明:橡胶掺量的增加会降低混凝土的力学性能,但会改善混凝土的变形能力并降低脆性,玄武岩纤维的掺入可以改善混凝土各项力学强度,但掺量过多时,除抗拉强度外,其余强度均下降。综合分析得出当橡胶体积掺量为10%,玄武岩纤维体积掺量为0.10%,玄武岩纤维长度为18 mm时混凝土各项力学性能最优。基于受压应力-应变全曲线分析,提出玄武岩橡胶混凝土的受压应力-应变本构模型,为玄武岩橡胶混凝土构件的非线性分析和工程设计提供参考。

关键词: 玄武岩纤维, 橡胶, 基本力学性能, 受压应力-应变曲线, 本构模型

Abstract: In order to explore the influences of rubber particles and basalt fibers after interaction and coupling on the mechanical properties of concrete, considering the three main factors of rubber volume content, basalt fiber volume content and basalt fiber length, the influences of these factors on basalt rubber concrete were studied through compressive strength, axial compressive strength, splitting tensile strength and flexural strength tests. The results indicate that the increase of rubber content reduces the mechanical properties of concrete, but improves its deformation ability and reduces its brittleness. The addition of basalt fibers improves the mechanical strength of concrete, but when the content is too high, except for the tensile strength, all other strength decreases. Comprehensive analysis shows that when the rubber volume content is 10%, the basalt fiber volume content is 0.10% and the basalt fiber length is 18 mm, the mechanical properties of concrete are optimal. Based on the analysis of the compressive stress-strain curves, a compressive stress-strain constitutive model for basalt rubber concrete is proposed, which can be used as a reference for nonlinear analysis and engineering design of basalt rubber concrete components.

Key words: basalt fiber, rubber, basic mechanical property, compressive stress-strain curve, constitutive model

中图分类号:

姜天华, 莫定聪, 万聪聪, 卢旭刚, 李素珠. 玄武岩橡胶混凝土基本力学性能及受压应力-应变曲线[J]. 硅酸盐通报, 2023, 42(11): 4063-4071.

JIANG Tianhua, MO Dingcong, WAN Congcong, LU Xugang, LI Suzhu. Basic Mechanical Properties and Compressive Stress-Strain Curves of Basalt Rubber Concrete[J]. BULLETIN OF THE CHINESE CERAMIC SOCIETY, 2023, 42(11): 4063-4071.

参考文献

[1] 韩辰悦, 庞建勇. 不同应变率下橡胶混凝土抗压性能及能量特性研究[J]. 硅酸盐通报, 2022, 41(3): 922-930.
HAN C Y, PANG J Y. Compressive properties and energy characteristics of rubber concrete under different strain rates[J]. Bulletin of the Chinese Ceramic Society, 2022, 41(3): 922-930 (in Chinese).
[2] 薛刚, 孙立所, 万梓豪. 橡胶混凝土抗压强度及细观破坏机理[J]. 混凝土, 2022(1): 84-87+96.
XUE G, SUN L S, WAN Z H. Study on compressive strength of rubber concrete cube based on meso-level[J]. Concrete, 2022(1): 84-87+96 (in Chinese).
[3] LIU H B, WANG X Q, JIAO Y B, et al. Experimental investigation of the mechanical and durability properties of crumb rubber concrete[J]. Materials, 2016, 9(3): 172.
[4] THOMAS B S, CHANDRA G R. Properties of high strength concrete containing scrap tire rubber[J]. Journal of Cleaner Production, 2016, 113: 86-92.
[5] 霍冀川, 雷永林, 王海滨, 等. 玄武岩纤维的制备及其复合材料的研究进展[J]. 材料导报, 2006, 20(增刊1): 382-385.
HUO J C, LEI Y L, WANG H B, et al. Progress of study on the preparation of basalt fibet and composite material of basalt fiber[J]. Materials Review, 2006, 20(supplement 1): 382-385 (in Chinese).
[6] 吴晓斌. 玄武岩纤维在土木工程中的应用研究进展[J]. 硅酸盐通报, 2020, 39(4): 1043-1049+1056.
WU X B. Research progress on application of basalt fiber in civil engineering[J]. Bulletin of the Chinese Ceramic Society, 2020, 39(4): 1043-1049+1056 (in Chinese).
[7] 于泳, 朱涵, 朱学超, 等. 玄武岩纤维混凝土抗冲击性能研究[J]. 建筑结构学报, 2015, 36(增刊2): 354-358.
YU Y, ZHU H, ZHU X C, et al. Study on impact resistance of basalt fiber reinforced concrete[J]. Journal of Building Structures, 2015, 36(supplement 2): 354-358 (in Chinese).
[8] 郭耀东, 刘元珍, 王文婧, 等. 玄武岩纤维特征参数对混凝土单轴受拉性能的影响[J]. 复合材料学报, 2023, 40(5): 2897-2912.
GUO Y D, LIU Y Z, WANG W J, et al. Influence of basalt fiber characteristic parameters on uniaxial tensile properties of concrete[J]. Acta Materiae Compositae Sinica, 2023, 40(5): 2897-2912 (in Chinese).
[9] ELSHAFIE S. A review of the effect of basalt fibre lengths and proportions on the mechanical properties of concrete[J]. International Journal of Research in Engineering and Technology, 2015, 4(1): 458-465.
[10] 陈晓梅, 王文华. 玄武岩纤维橡胶混凝土孔径的多重分形分析[J]. 混凝土与水泥制品, 2016(7): 46-49.
CHEN X M, WANG W H. Multifractal analysis on pore size of basalt fiber rubber powder concrete[J]. China Concrete and Cement Products, 2016(7): 46-49 (in Chinese).
[11] 李涛, 常岩军, 何凯. 基于正交试验的合成纤维及橡胶颗粒对湿喷混凝土力学性能的影响[J]. 采矿与岩层控制工程学报, 2023, 5(3): 77-86.
LI T, CHANG Y J, HE K. Effects of synthetic fibers and rubber particles on the mechanical properties of wet shotcrete based on orthogonal test[J]. Journal of Mining and Strata Control Engineering, 2023, 5(3): 77-86 (in Chinese).
[12] 李奕霆. 橡胶-玄武岩纤维混凝土基本力学性能试验研究[D]. 沈阳: 沈阳建筑大学, 2022.
LI Y T. Experimental study on basic mechanical properties of rubber-basalt fiber concrete[D]. Shenyang: Shenyang Jianzhu University, 2022 (in Chinese).
[13] 金生吉, 吴永强, 杨宇豪, 等. 玄武岩纤维粉煤灰混凝土正交试验研究[J]. 混凝土, 2022(12): 163-167.
JIN S J, WU Y Q, YANG Y H, et al. Orthogonal experimental study on basalt fiber fly ash concrete[J]. Concrete, 2022(12): 163-167 (in Chinese).
[14] 陈炜一, 樊星, 李嵩, 等. 基于正交试验设计的大掺量粉煤灰混凝土配合比[J]. 混凝土, 2022(8): 1-5.
CHEN W Y, FAN X, LI S, et al. Mix proportion of high volume fly ash concrete based on orthogonal experimental design[J]. Concrete, 2022(8): 1-5 (in Chinese).
[15] 过镇海. 混凝土的强度和变形-试验基础和本构关系[M]. 北京: 清华大学出版社, 1997: 31-35.
GUO Z H. Strength and deformation of concrete-experimental basis and constitutive relation[M]. Beijing: Tsinghua University Press, 1997: 31-35.

玄武岩橡胶混凝土基本力学性能及受压应力-应变曲线

Basic Mechanical Properties and Compressive Stress-Strain Curves of Basalt Rubber Concrete

PDF (PC)

可视化

摘要/Abstract

引用本文

使用本文

参考文献

相关文章 15

编辑推荐

Metrics

本文评价

[1]	彭蔓, 高涌涛, 韩杨, 陈秀丽, 寇雄俊. 废旧钢纤维增强橡胶混凝土力学性能试验研究[J]. 硅酸盐通报, 2023, 42(9): 3286-3294.
[2]	董致成, 王光进, 李耀基, 蔡彬亭, 王孟来, 李树建. 玄武岩纤维加筋尾砂抗震液化试验研究[J]. 硅酸盐通报, 2023, 42(7): 2513-2520.
[3]	黄莹蓥, 孔德文, 崔庚寅, 谢浪, 王玲玲. 玄武岩纤维对磷石膏基复合材料耐久性能的影响[J]. 硅酸盐通报, 2023, 42(7): 2521-2531.
[4]	张劲竹, 刘华新, 王家贺, 柳根金, 王学志. 混杂纤维混凝土高温后性能劣化分析与强度预测[J]. 硅酸盐通报, 2023, 42(4): 1260-1269.
[5]	朱振中, 刘元珍, 王文婧, 王鲜星, 段鹏飞. 玄武岩纤维陶粒混凝土抗裂性能与热工性能试验研究[J]. 硅酸盐通报, 2023, 42(3): 908-916.
[6]	陈文瑶, 张卓翔, 孟二从, 黎强. 膨润土和玄武岩纤维改性水泥砂浆的防渗抗裂性能[J]. 硅酸盐通报, 2023, 42(2): 439-447.
[7]	许星, 张金才, 王宝凤, 郭彦霞, 程芳琴. 玄武岩纤维表面改性的研究进展[J]. 硅酸盐通报, 2023, 42(2): 575-586.
[8]	任劲滔, 胡冗冗, 黄炜, 权文立. 增强型砂加气混凝土材料性能试验研究[J]. 硅酸盐通报, 2023, 42(12): 4254-4261.
[9]	李帅, 梅军鹏, 李海南, 戴俊杰, 谢安合. 聚甲醛-玄武岩混杂纤维增强砂浆力学性能[J]. 硅酸盐通报, 2023, 42(10): 3454-3461.
[10]	万聪聪, 姜天华, 余意. 基于正交试验的聚丙烯泡沫混凝土基本力学性能研究[J]. 硅酸盐通报, 2023, 42(10): 3518-3529.
[11]	屈俊童, 刘关栋, 朱云强, 刘超, 张翔, 崔茂俊, 张健, 赵涛. 水泥/玄武岩纤维复合固化剂分别对泥炭质土静力特性的影响[J]. 硅酸盐通报, 2023, 42(1): 66-75.
[12]	王钧, 方雪琪, 焦裕榕, 崔梦麟. 玄武岩纤维混凝土板冲切试验与承载力分析[J]. 硅酸盐通报, 2023, 42(1): 100-110.
[13]	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.
[14]	欧阳建新, 郭荣鑫, 万夫雄, 马倩敏, 杨洋. 玄武岩复合材料筋增强ECC受拉性能及裂缝控制机理[J]. 硅酸盐通报, 2022, 41(8): 2684-2695.
[15]	田小革, 于水, 李光耀, 闵雪峰, 任全, 杨帆. 不同措施对水泥稳定碎石混合料性能的影响[J]. 硅酸盐通报, 2022, 41(7): 2235-2243.