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

TitleDynamic behaviors of nickel coated carbon nanotubes reinforced ultra-high performance cementitious composites under high strain rate impact loading
Authors
KeywordsDynamic constitutive model
Dynamic increase factor
Dynamic mechanical properties
Nickel coated multi-walled carbon nanotubes
Strain rate
Ultra-high performance cementitious composites
Issue Date4-Apr-2024
PublisherElsevier
Citation
Cement and Concrete Composites, 2024, v. 149 How to Cite?
Abstract

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−1/300 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.


Persistent Identifierhttp://hdl.handle.net/10722/345917
ISSN
2023 Impact Factor: 10.8
2023 SCImago Journal Rankings: 3.650
ISI Accession Number ID

 

DC FieldValueLanguage
dc.contributor.authorWang, Danna-
dc.contributor.authorWang, Xinyue-
dc.contributor.authorYe, Hailong-
dc.contributor.authorYu, Feng-
dc.contributor.authorHan, Baoguo-
dc.date.accessioned2024-09-04T07:06:27Z-
dc.date.available2024-09-04T07:06:27Z-
dc.date.issued2024-04-04-
dc.identifier.citationCement and Concrete Composites, 2024, v. 149-
dc.identifier.issn0958-9465-
dc.identifier.urihttp://hdl.handle.net/10722/345917-
dc.description.abstract<p>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−1/300 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.</p>-
dc.languageeng-
dc.publisherElsevier-
dc.relation.ispartofCement and Concrete Composites-
dc.rightsThis work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.-
dc.subjectDynamic constitutive model-
dc.subjectDynamic increase factor-
dc.subjectDynamic mechanical properties-
dc.subjectNickel coated multi-walled carbon nanotubes-
dc.subjectStrain rate-
dc.subjectUltra-high performance cementitious composites-
dc.titleDynamic behaviors of nickel coated carbon nanotubes reinforced ultra-high performance cementitious composites under high strain rate impact loading-
dc.typeArticle-
dc.identifier.doi10.1016/j.cemconcomp.2024.105525-
dc.identifier.scopuseid_2-s2.0-85189432160-
dc.identifier.volume149-
dc.identifier.eissn1873-393X-
dc.identifier.isiWOS:001224122800001-
dc.identifier.issnl0958-9465-

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