苏州混凝土水泥制品研究院有限公司

头部文案

发布时间:2020-01-06 00:00:00
全国建材科技期刊
全国中文核心期刊
中国科技论文统计源期刊
万方数据-数字化期刊群入网期刊
中国学术期刊(光盘版)全文收录期刊
华东地区优秀科技期刊
江苏省期刊方阵“双效期刊”
中国期刊网全文收录期刊
中国科技期刊数据库全文收录期刊
纳米纤维对钢纤维-UHPC基体界面黏结性能的影响
Effect of nano-fiber on interfacial bonding performance of steel fiber-UHPC matrix
2024年第11期
钢纤维(SF);超高性能混凝土(UHPC);碳纳米管(CNTs);碳酸钙晶须(CAS);界面黏结性能;微观形貌
Steel fiber(SF); Ultra-high performance concrete(UHPC); Carbon nanotube(CNTs); Calcium carbonate crystal whisker(CAS); Interfacial bonding performance; Micro morphology
2024年第11期
10.19761/j.1000-4637.2024.11.060.06
吉世林
中铁十一局集团第三工程有限公司,湖北 十堰 442000

吉世林

吉世林.纳米纤维对钢纤维-UHPC基体界面黏结性能的影响吉世林[J].混凝土与水泥制品,2024(11):60-64,69.

JI S L.Effect of nano-fiber on interfacial bonding performance of steel fiber-UHPC matrix[J].China Concrete and Cement Products,2024(11):60-64,69.

浏览量:
1000
摘   要:研究了钢纤维(SF)埋置深度(5、10、15、20 mm)、碳纳米管(CNTs)掺量(0.1%、0.2%、0.3%、0.4%)、碳酸钙晶须(CAS)掺量(1%、2%、3%、4%)对SF-UHPC基体界面黏结性能的影响,并进行了微观机理分析。结果表明:随着SF埋置深度的增加,拉拔峰值荷载和SF-UHPC基体的拉拔能均呈增大趋势,但界面黏结强度呈降低趋势;CNTs的掺入虽降低了SF-UHPC基体的拉拔能,但适量CNTs可提升拉拔峰值荷载和SF-UHPC基体的界面黏结强度;掺入适量CAS可显著改善SF-UHPC基体的界面黏结性能;相较于CNTs,CAS对SF-UHPC基体界面黏结性能改善效果相对更好。 Abstract: The effects of the embedment depth(5, 10, 15, 20 mm) of steel fiber(SF), the content(0.1%, 0.2%, 0.3%, 0.4%) of carbon nanotube(CNTs) , and the content(1%, 2%, 3%, and 4%) of calcium carbonate crystal whisker(CAS) on the interfacial bonding performance of SF-UHPC matrix were investigated, and the micromechanisms analysis was conducted. The results show that, with the increase of the embedment depth of SF, the peak pull-out load and the pull-out energy of SF-UHPC matrix show an increasing trend, but the interfacial bonding strength shows a decreasing trend. Although the incorporation of CNTs reduces the pull-out energy of SF-UHPC matrix, the peak pull-out load and the interfacial bonding strength of SF-UHPC matrix can be improved with the appropriate content of CNTs. The incorporation of appropriate content of CAS can significantly improve the interfacial bonding performance of SF-UHPC matrix. Compared with CNTs, CAS has a relatively better improvement effect on the interfacial bonding performance of SF-UHPC matrix.
英文名 : Effect of nano-fiber on interfacial bonding performance of steel fiber-UHPC matrix
刊期 : 2024年第11期
关键词 : 钢纤维(SF);超高性能混凝土(UHPC);碳纳米管(CNTs);碳酸钙晶须(CAS);界面黏结性能;微观形貌
Key words : Steel fiber(SF); Ultra-high performance concrete(UHPC); Carbon nanotube(CNTs); Calcium carbonate crystal whisker(CAS); Interfacial bonding performance; Micro morphology
刊期 : 2024年第11期
DOI : 10.19761/j.1000-4637.2024.11.060.06
文章编号 :
基金项目 :
作者 : 吉世林
单位 : 中铁十一局集团第三工程有限公司,湖北 十堰 442000

吉世林

吉世林.纳米纤维对钢纤维-UHPC基体界面黏结性能的影响吉世林[J].混凝土与水泥制品,2024(11):60-64,69.

JI S L.Effect of nano-fiber on interfacial bonding performance of steel fiber-UHPC matrix[J].China Concrete and Cement Products,2024(11):60-64,69.

摘要
参数
结论
参考文献
引用本文

摘   要:研究了钢纤维(SF)埋置深度(5、10、15、20 mm)、碳纳米管(CNTs)掺量(0.1%、0.2%、0.3%、0.4%)、碳酸钙晶须(CAS)掺量(1%、2%、3%、4%)对SF-UHPC基体界面黏结性能的影响,并进行了微观机理分析。结果表明:随着SF埋置深度的增加,拉拔峰值荷载和SF-UHPC基体的拉拔能均呈增大趋势,但界面黏结强度呈降低趋势;CNTs的掺入虽降低了SF-UHPC基体的拉拔能,但适量CNTs可提升拉拔峰值荷载和SF-UHPC基体的界面黏结强度;掺入适量CAS可显著改善SF-UHPC基体的界面黏结性能;相较于CNTs,CAS对SF-UHPC基体界面黏结性能改善效果相对更好。

Abstract: The effects of the embedment depth(5, 10, 15, 20 mm) of steel fiber(SF), the content(0.1%, 0.2%, 0.3%, 0.4%) of carbon nanotube(CNTs) , and the content(1%, 2%, 3%, and 4%) of calcium carbonate crystal whisker(CAS) on the interfacial bonding performance of SF-UHPC matrix were investigated, and the micromechanisms analysis was conducted. The results show that, with the increase of the embedment depth of SF, the peak pull-out load and the pull-out energy of SF-UHPC matrix show an increasing trend, but the interfacial bonding strength shows a decreasing trend. Although the incorporation of CNTs reduces the pull-out energy of SF-UHPC matrix, the peak pull-out load and the interfacial bonding strength of SF-UHPC matrix can be improved with the appropriate content of CNTs. The incorporation of appropriate content of CAS can significantly improve the interfacial bonding performance of SF-UHPC matrix. Compared with CNTs, CAS has a relatively better improvement effect on the interfacial bonding performance of SF-UHPC matrix.

扫二维码用手机看
未找到相应参数组,请于后台属性模板中添加

(1)随着SF埋置深度的增加,拉拔峰值荷载和SF-UHPC基体的拉拔能均呈增大趋势,但界面黏结强度呈降低趋势,当SF埋置深度为20 mm时,拉拔峰值荷载和SF-UHPC基体的拉拔能均相对最大。
(2)掺入适量CNTs可提升拉拔峰值荷载和SF-UHPC基体的界面黏结强度,但会降低SF-UHPC基体的拉拔能。 
(3)掺入适量的CAS可显著改善SF-UHPC基体的界面黏结性能,当CAS掺量为4%时,拉拔峰值荷载和SF-UHPC基体的界面黏结强度均相对最大,当CAS掺量为2%时,SF-UHPC基体的拉拔能相对最大。
 (4)相较于CNTs,CAS对SF-UHPC基体的界面黏结性能改善效果相对更好。一方面,CAS增强了SF与基体的黏结作用,阻碍了SF在基体内的滑移;另一方面,CAS发挥桥接作用,有效阻止了周围裂缝的扩展。

[1] 李新星,李水生.粉煤灰和石英粉对超高性能混凝土性能的影响[J].混凝土与水泥制品,2023(12):11-16.
[2] 吴香国,徐世烺,吴明喜.超高性能纤维改性混凝土断裂参数研究与应用[J].工程力学,2009,26(3):93-98.
[3] ALSAIF A,ALHARBI Y R.Strength,durability and shrinkage behaviours of steel fiber reinforced rubberized concrete[J].Construction and Building Materials,2022,345:128295.
[4] 龚明子,潘阿馨,张子龙,等.超高性能纤维增强混凝土中钢纤维拔出行为研究[J].硅酸盐通报,2023,42(8):2764-2772.
[5] FENG J,GAO X,LI J,et al.Influence of fiber mixture on impact response of ultra-high-performance hybrid fiber reinforced cementitious composite[J].Composites Part B:Engineering,2019,163:487-496.
[6] 易金明,郭广磊,李古喧,等.钢纤维—基体混凝土界面黏结性能及影响因素分析[J].常州工学院学报,2023,36(2):1-7.
[7] DENG Y L,ZHANG Z H,SHI C J,et al.Steel fiber-matrix interfacial bond in ultra-high performance concrete:A Review[J].Engineering,2023,22(3):215-232.
[8] REN G S,CHEN T F,GAO X J,et al.Insights into thermal stability and interface bond performance of sisal fiber in ultra-high performance concrete under different curing conditions[J].Cement and Concrete Composites,2023,137:104910
[9] 袁晟,颜东煌,袁明,等.养护方式和早龄期对钢纤维-UHPC基体界面黏结性能的影响[J].长安大学学报(自然科学版),2022,42(6):133-142.
[10] 朱平,池颜海,易笃韬,等.混杂钢纤维对钢纤维-超高性能混凝土界面黏结性能的影响[J].硅酸盐学报,2020,48(10):1669-1681.
[11] AHMAD S,RASUL M,ADEKUNLE S K,et al.Mechanical properties of steel fiber-reinforced UHPC mixtures exposed to elevated temperature:Effects of exposure duration and fiber content[J].Composites Part B:Engineering,2019,168:291-301.
[12] NAAMAN A E.Engineered steel fibers with optimal properties for reinforcement of cement composites[J].Journal of Advanced Concrete Technology,2003,1(3):241-252.

[13] 陈从春,冯毅,陈晓冬.钢纤维体积掺量对超高性能混凝土力学性能的影响[J].新型建筑材料,2016,43(5):54-56.
[14] 孙大会,赵国庆,元强,等.纳米改性水泥基渗透结晶材料提高混凝土防水性能研究[J].新型建筑材料,2023,50(8):127-130,144.
[15] 杨志强,王振,黄法礼,等.纳米氧化铝提升海洋环境高速铁路桥梁混凝土结构服役寿命研究[J].材料导报,2024,38(7): 89-96.
[16] 刘海宝.纳米材料对再生混凝土界面区微结构及其性能的影响[D].青岛:青岛理工大学,2023.
[17] 徐庆磊.纳米二氧化硅对水泥基材料性能的影响及作用机理研究[D].杭州:浙江大学,2013.
[18] 曹方良.纳米材料对超高性能混凝土强度的影响研究[D].长沙:湖南大学,2012.
[19] WU Z M,KHAYAT K H,SHI C J.Effect of nano-SiO2 particles and curing time on development of fiber-matrix bond properties and microstructure of ultra-high strength concrete[J].Cement and Concrete Research,2017,95:247-256.
[20] 吴泽媚.超高性能混凝土中纤维与基体界面黏结性能多尺度研究[D].长沙:湖南大学,2018.

吉世林.纳米纤维对钢纤维-UHPC基体界面黏结性能的影响吉世林[J].混凝土与水泥制品,2024(11):60-64,69.

JI S L.Effect of nano-fiber on interfacial bonding performance of steel fiber-UHPC matrix[J].China Concrete and Cement Products,2024(11):60-64,69.

相关文件

暂时没有内容信息显示
请先在网站后台添加数据记录。

关注《混凝土与水泥制品》

总访问量 468,401   网站统计

官方微信公众号关闭
苏州混凝土水泥制品研究院有限公司

关于我们    |    联系我们    |    订购杂志    |    回到顶部

版权所有:中国混凝土与水泥制品网  苏ICP备10086386号   网站建设:中企动力 苏州

版权所有:中国混凝土与水泥制品网

苏ICP备10086386号

网站建设:中企动力 苏州