Dynamic behaviors of nickel coated carbon nanotubes reinforced ultra-high performance cementitious composites under high strain rate impact loading

被引:12
作者
Wang, Danna [1 ]
Wang, Xinyue [1 ]
Ye, Hailong [2 ]
Yu, Feng [1 ]
Han, Baoguo [1 ]
机构
[1] Dalian Univ Technol, Sch Civil Engn, Dalian 116024, Peoples R China
[2] Univ Hong Kong, Dept Civil Engn, Pokfulam, Hong Kong, Peoples R China
基金
美国国家科学基金会; 中国博士后科学基金;
关键词
Ultra-high performance cementitious; composites; Nickel coated multi-walled carbon nanotubes; Dynamic mechanical properties; Strain rate; Dynamic increase factor; Dynamic constitutive model; CONCRETE-LIKE MATERIALS; COMPRESSIVE PROPERTIES; STRENGTH ENHANCEMENT; MORTAR; SI-29;
D O I
10.1016/j.cemconcomp.2024.105525
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Understanding the dynamic mechanical behaviors of materials is a prerequisite for reliably analyzing and predicting the dynamic response of structures, which is of great significance for transportation infrastructure and military engineering subjected to extreme loads, particularly dynamic loads at high strain rates. Nickel coated multi -walled carbon nanotubes (Ni-MWCNTs) show promise as a reinforcement to modify the dynamic mechanical behaviors of ultra -high performance cementitious composites (UHPCC). Because Ni-MWCNTs combine the high tensile strength and large aspect ratio characteristics of fibers with the nano effect of nanomaterials, as well as have excellent dispersibility due to the nickel plating on the CNTs ' surface, they effectively improve the dynamic mechanical properties of UHPCC under impact loading at high strain rates of about 100 s -1 / 3 00 s -1 / 500 s -1 and reduce the brittle damage degree of composites. The maximal increase in dynamic compressive strength and energy absorption capacity of UHPCC reaches 47.9% and 68.2%, respectively. This enhancement effect arises from that Ni-MWCNTs improve the microstructure and form multiple fine cracks, resulting in an increased energy consumption required for crack formation, propagation and coalescence. Additionally, the dynamic mechanical properties of Ni-MWCNTs reinforced UHPCC exhibit noticeable strain rate effects. Consequently, a strain rate -dependent logarithmic functional dynamic increase factor model and dynamic constitutive model of UHPCC filled with Ni-MWCNTs are modified herein for predicting and modeling the dynamic mechanical behaviors of composites.
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页数:18
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