Mechanical properties of graphene-mortar at high strain rates

被引:12
作者
Alagawani, Besan [1 ]
Edwards, Nathan [1 ]
Xu, Shanqing [1 ]
Du, Hongjian [2 ]
Ruan, Dong [1 ]
机构
[1] Swinburne Univ Technol, Sch Engn, Hawthorn, Vic 3122, Australia
[2] Natl Univ Singapore, Dept Civil & Environm Engn, Singapore 117576, Singapore
关键词
Graphene; Mortar; Compressive strength; Split tensile strength; High strain rate; CONCRETE-LIKE MATERIALS; HIGH-SURFACE-AREA; COMPRESSIVE BEHAVIOR; NUMERICAL-SIMULATION; CEMENT PASTE; OXIDE; NANOPLATELETS; STRENGTH; ENHANCEMENT; COMPOSITES;
D O I
10.1016/j.conbuildmat.2023.134405
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Graphene has been considerably studied as a reinforcing nanomaterial in cementitious composites to improve their mechanical properties under quasi-static loading. However, there is still lack of knowledge in graphene cementitious composites under high strain rate loadings. This paper reports the reinforcing effect of graphene on the mechanical behaviour of mortar at high strain rates. Different graphene contents were incorporated into the mortar to study their effect on the behaviour of mortar quasi-statically and dynamically. Compressive and split tensile strengths were measured under low and high strain rates using a universal testing machine and splitHopkinson pressure bar (SHPB), respectively. It was found that adding 0.05% and 0.01% of graphene to the mortar enhanced the dynamic compressive and split tensile strengths up to 30% and 9.5% at 175 s-1 and 2-5 s-1 strain rates, respectively. Moreover, to understand the macroscale mechanical behaviour of the graphene mortar, Scanning Electron Microscopy (SEM), Energy Dispersive Spectrometer (EDS) and Mercury Intrusion Porosimeter (MIP) were employed to explore the morphology, porosity and hydration products of graphene mortar. The results indicated that graphene acted to fill the voids as well as to impede the crack path.
引用
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页数:14
相关论文
共 57 条
[1]  
Abrams D.A., 1917, AM SOC TESTING MAT, P364
[2]  
[Anonymous], 2010, AS 3972-2010
[3]   Superior thermal conductivity of single-layer graphene [J].
Balandin, Alexander A. ;
Ghosh, Suchismita ;
Bao, Wenzhong ;
Calizo, Irene ;
Teweldebrhan, Desalegne ;
Miao, Feng ;
Lau, Chun Ning .
NANO LETTERS, 2008, 8 (03) :902-907
[4]   COMPRESSIVE BEHAVIOR OF CONCRETE AT HIGH-STRAIN RATES [J].
BISCHOFF, PH ;
PERRY, SH .
MATERIALS AND STRUCTURES, 1991, 24 (144) :425-450
[5]   Ultrahigh electron mobility in suspended graphene [J].
Bolotin, K. I. ;
Sikes, K. J. ;
Jiang, Z. ;
Klima, M. ;
Fudenberg, G. ;
Hone, J. ;
Kim, P. ;
Stormer, H. L. .
SOLID STATE COMMUNICATIONS, 2008, 146 (9-10) :351-355
[6]   Experimental characterization of concrete in dynamic tension [J].
Brara, A ;
Klepaczko, JR .
MECHANICS OF MATERIALS, 2006, 38 (03) :253-267
[7]  
C.E.B. (ComiteEuro-International du Beton), 1990, CEB-FIP Model Code 1990
[8]   Effect of graphene on mechanical properties of cement mortars [J].
Cao Ming-li ;
Zhang Hui-xia ;
Zhang Cong .
JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2016, 23 (04) :919-925
[9]   Compressive behaviour of dam concrete at higher strain rates [J].
Caverzan, A. ;
Peroni, M. ;
Solomos, G. .
EUROPEAN PHYSICAL JOURNAL-SPECIAL TOPICS, 2016, 225 (02) :283-293
[10]   A route to high surface area, porosity and inclusion of large molecules in crystals [J].
Chae, HK ;
Siberio-Pérez, DY ;
Kim, J ;
Go, Y ;
Eddaoudi, M ;
Matzger, AJ ;
O'Keeffe, M ;
Yaghi, OM .
NATURE, 2004, 427 (6974) :523-527