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Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

Postal Subscription Code 80-968

2018 Impact Factor: 1.272

Front. Struct. Civ. Eng.    2021, Vol. 15 Issue (4) : 1047-1057    https://doi.org/10.1007/s11709-021-0755-3
RESEARCH ARTICLE
Experimental study on mechanical properties of a novel micro-steel fiber reinforced magnesium phosphate cement-based concrete
Wenwen ZHU1, Xiamin HU1(), Jing ZHANG1, Tao LI2, Zeyu CHEN1, Wei SHAO1
1. College of Civil Engineering, Nanjing Tech University, Nanjing 211816, China
2. College of Civil Engineering, Sanjiang University, Nanjing 210012, China
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Abstract

Magnesium phosphate cement (MPC) received increased attention in recent years, but MPC-based concrete is rarely reported. The micro-steel fibers (MSF) were added to MPC-based concrete to enhance its ductility due to the high brittleness in tensile and flexural strength properties of MPC. This paper investigates the effect of MSF volume fraction on the mechanical properties of a new pattern of MPC-based concrete. The temperature development curve, fluidity, cubic compressive strength, modulus of elastic, axial compressive strength, and four-point flexural strength were experimentally studied with 192 specimens, and a scanning electron microscopy (SEM) test was carried out after the specimens were failed. Based on the test results, the correlations between the cubic compressive strength and curing age, the axial and cubic compressive strength of MPC-based concrete were proposed. The results showed that with the increase of MSF volume fraction, the fluidity of fresh MPC-based concrete decreased gradually. MSF had no apparent influence on the compressive strength, while it enhanced the four-point flexural strength of MPC-based concrete. The four-point flexural strength of specimens with MSF volume fraction from 0.25% to 0.75% were 12.3%, 21.1%, 24.6% higher than that of the specimens without MSF, respectively.

Keywords magnesium phosphate cement-based concrete      micro-steel fibers      four-point flexural strength      compressive strength     
Corresponding Author(s): Xiamin HU   
Just Accepted Date: 02 August 2021   Online First Date: 07 September 2021    Issue Date: 29 September 2021
 Cite this article:   
Wenwen ZHU,Xiamin HU,Jing ZHANG, et al. Experimental study on mechanical properties of a novel micro-steel fiber reinforced magnesium phosphate cement-based concrete[J]. Front. Struct. Civ. Eng., 2021, 15(4): 1047-1057.
 URL:  
https://academic.hep.com.cn/fsce/EN/10.1007/s11709-021-0755-3
https://academic.hep.com.cn/fsce/EN/Y2021/V15/I4/1047
Fig.1  The appearances of raw materials. (a) MgO; (b) ADP; (c) FA; (d) MK; (e) B; (f) DSP; (g) quartz sand (1–2 mm); (h) quartz sand (7–12 mm).
raw material mass fraction of the sample (%)
MgO SiO 2 CaO Fe 2O 3 Al 2O 3 TiO 2 Na 2O other
MgO 96.64 1.35 0.95 0.68 0.20 0.18
FA 0.94 42.26 5.15 4.03 34.7 1.2 1.27 10.45
MK 0.13 3.76 0.12 0.35 46.12 1.32 3.23
Tab.1  Oxide composition of MgO
Fig.2  The appearance of micro-steel ?bers.
type length (mm) diameter (mm) tensile strength (MPa) modulus of elasticity (GPa) density (g/cm 3)
MSF 13 0.23 2850 200 7.8
Tab.2  Properties of micro-steel fibers
specimens S a)/C b) M c)/P d) B e)/M (%) DSP f)/M (%) GAC g)/M (%) W h)/C fiber volume fraction (%)
M0 1.3:1 2:1 10 7.5 0.25 0.12 0
MSF-M1 1.3:1 2:1 10 7.5 0.25 0.12 0.25
MSF-M2 1.3:1 2:1 10 7.5 0.25 0.12 0.5
MSF-M3 1.3:1 2:1 10 7.5 0.25 0.12 0.75
Tab.3  Mix compositions of MSF reinforced MPC-based concrete
Fig.3  Test set-up for: (a) fluidity, (b) CCS, (c) ACS, (d) modulus of elastic, (e) FS, (f) SEM test.
Fig.4  Loading system of elastic modulus test.
Fig.5  Fluidity of fresh MPC-based concrete with different volume fraction of MSF.
Fig.6  The temperature development curves of MPC-based concrete with different sizes. (a) 100 mm × 100 mm × 100 mm; (b) 100 mm × 100 mm × 300 mm; (c) 100 mm × 100 mm × 400 mm.
Fig.7  CCS of MPC-based concrete with different volume fractions of MSF.
Fig.8  Correlation between CCS and curing age of specimens with different MSF volume fractions.
Fig.9  ACS of MPC-based concrete with different volume fractions of MSF.
Fig.10  The correlation between CCS and ACS at: (a) early age, (b) 28 d of curing.
Fig.11  Elastic modulus of MPC-based concrete with different volume fraction of MSF.
Fig.12  Failure patterns of MPC-based concrete with different MSF volume fractions under four-point flexural strength test at 28 d of curing. (a) M0; (b) MSF-M1; (c) MSF-M2; (d) MSF-M3.
Fig.13  Four-point flexural strength of MPC-based concrete with different MSF volume fractions.
Fig.14  Load-deformation curves of MPC-based concrete with different MSF volume fractions at (a) 1, (b) 3, (c) 7, and (d) 28 d of curing age.
Fig.15  FS-CCS ratio of specimens with different volume fractions of MSF at 28 d.
Fig.16  SEM images of MPC-based concrete (a) without MSF, (b) with MSF.
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