Rheological behaviour of fresh cement paste as measured by squeeze flow |
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Authors: | B H Min L Erwin H M Jennings |
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Affiliation: | (1) Departments of Mechanical Engineering, Robert R. McCormick School of Engineering and Applied Science, Northwestern University, 60208 Evanston, Illinois, USA;(2) Departments of Material Science and Engineering, Robert R. McCormick School of Engineering and Applied Science, Northwestern University, 60208 Evanston, Illinois, USA;(3) Civil Engineering, Robert R. McCormick School of Engineering and Applied Science, Northwestern University, 60208 Evanston, Illinois, USA |
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Abstract: | A method is proposed for measuring the rheology of cement paste under conditions that suppress shear flow, i.e. squeezing. This method is based on squeezing samples in a servohydraulic compression-tension testing machine, and is different from the commonly used shear flow experiments. Possible artefacts such as the buoyancy of the piston that penetrates the paste, sedimentation of cement paste, geometry of the container, and friction at the interface between the top plate (or piston) and sample are investigated. Plots of stress versus apparent strain were obtained and compared with results from standard shear flow experiments. Because cement paste has both viscoelastic and viscoplastic characteristics, results are analysed in terms of both solid-like deformation and liquid-like flow behaviour. A first-approximation theoretical analysis is developed, based on the assumption that cement paste behaves as a non-Newtonian liquid, and results are compared with the experimental results.Nomenclature
Shear strain rate in power law fluid model
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zr
Shear strain converted from
zr
-
Shear strain rate
-
Normal strain rate
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zr
Component of shear strain
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zr
Component of shear strain rate
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zz
Component of normal strain
-
Viscosity
-
Density of cement paste (3.2 g cm–3)
- Cav
Calculated average normal stress of cement paste
- Nav
Calculated average normal stress of power law fluid
- m
Measured normal stress of cement paste
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zz
Normal stress in z direction
- eq
Equivalent shear stress converted from normal stress
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rz
Shear stress in momentum equation
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a
i
Coefficients in polynomial function of geometric factor for cement paste
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B
Buoyancy force
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CGF
Geometric factor for cement paste
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d
o
Amplitude of squeeze motion
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F
N
Load in normal direction
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g
Gravitational constant
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h
Sample height
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h
o
Initial sample height
-
Velocity of platen
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k
Order of polynomial function of geometric factor for cement paste
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m
Consistency in power-law fluid model
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n
Power index in power-law fluid model
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P
Pressure
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P
a
Atmospheric pressure
-
PGF
Geometric factor for power-law fluid model
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r
Radial direction in cylindrical coordinates
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R
Radius of sample
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s
1/n
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V
Volume of the top platen submerged into cement paste
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v
r
Velocity inr direction
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v
z
Velocity in z direction
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z
Vertical direction in cylindrical coordinates |
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Keywords: | |
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