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.
纳米纤维对钢纤维-UHPC基体界面黏结性能的影响
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: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.
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