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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.
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Keywords
magnesium phosphate cement-based concrete
micro-steel fibers
four-point flexural strength
compressive strength
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Corresponding Author(s):
Xiamin HU
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Just Accepted Date: 02 August 2021
Online First Date: 07 September 2021
Issue Date: 29 September 2021
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