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Mechanical behavior of twinning-induced plasticity (TWIP) steel fibre reinforced cementitious composite under impact loading
Zhang, Linfeng1; Wang, Yingfan1; Shi, Hanyuan2,3; Lin, Yuanzheng3; Gu, Jiaming4; Ma, Jiaxing5; Gong, Yiwei6; Wang, Xingfu7; Cai, Jingming2,3
2024-08-05
Source PublicationEngineering Fracture Mechanics
ISSN0013-7944
Volume306Pages:110266
Abstract

Twinning-induced plasticity (TWIP) steel fibre is a supermaterial known for its outstanding impact resistance. This paper, for the first time, applied TWIP steel fibre to increase the impact resistance of cementitious composites. The mechanical properties behaviours of TWIP steel fibre-reinforced cementitious composites (T-SFRCC) were investigated and compared with conventional SFRCC with normal steel fiber. The fractal theory was utilized to analyze the deterioration of damage in various SFRCCs subjected to impact loads, displaying TWIP steel fiber could prevent the cracks propagation and fewer fractal dimension compared with others. Results demonstrate that T-SFRCC has comparable compressive strength to SFRCC while exhibiting higher flexural strength. When subjected to impact loading, T-SFRCC demonstrates markedly improved energy absorption and impact toughness, such as better impact force and displacement. Specifically, the energy absorption capacity of T-SFRCC can exceed five times that of SFRCC with corrugated steel fiber, particularly evident when the drop height reaches 1200 mm. The influences of different fiber types and hammer drop methods on the impact resistance of SFRCCs were also discussed, which can provide reference for TWIP steel fiber in the field of cementitious composite materials.

KeywordCementitious Composites Damage Mechanics Fibres Fragmentation Impact Resistance
DOI10.1016/j.engfracmech.2024.110266
URLView the original
Indexed BySCIE
Language英語English
WOS Research AreaMechanics
WOS SubjectMechanics
WOS IDWOS:001264065700001
PublisherPERGAMON-ELSEVIER SCIENCE LTD, THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, ENGLAND
Scopus ID2-s2.0-85197342252
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Citation statistics
Document TypeJournal article
CollectionDEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING
Corresponding AuthorWang, Xingfu; Cai, Jingming
Affiliation1.School of Transportation, Southeast University, Nanjing, China
2.Key Laboratory of Explosion Science and Technology, Beijing Institute of Technology, Beijing, China
3.Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing, China
4.Department of Civil and Environmental Engineering, Faculty of Science and Technology, University of Macau, Macao
5.School of Civil Engineering and Architecture, NingboTech University, Ningbo, 315100, China
6.VRcollab Pte. Ltd., 75 Ayer Rajah Crescent, 139953, Singapore
7.Institute of Solid State Physics, Hefei Institutes of Physical Science, Chinese Academy of Sciences, Hefei, 230031, China
Recommended Citation
GB/T 7714
Zhang, Linfeng,Wang, Yingfan,Shi, Hanyuan,et al. Mechanical behavior of twinning-induced plasticity (TWIP) steel fibre reinforced cementitious composite under impact loading[J]. Engineering Fracture Mechanics, 2024, 306, 110266.
APA Zhang, Linfeng., Wang, Yingfan., Shi, Hanyuan., Lin, Yuanzheng., Gu, Jiaming., Ma, Jiaxing., Gong, Yiwei., Wang, Xingfu., & Cai, Jingming (2024). Mechanical behavior of twinning-induced plasticity (TWIP) steel fibre reinforced cementitious composite under impact loading. Engineering Fracture Mechanics, 306, 110266.
MLA Zhang, Linfeng,et al."Mechanical behavior of twinning-induced plasticity (TWIP) steel fibre reinforced cementitious composite under impact loading".Engineering Fracture Mechanics 306(2024):110266.
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