modeling the rheological properties of concrete
TRANSCRIPT
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Input•Cement Paste
–Viscosity–Yield stress
•Aggregates– grading– concentration
Input•Cement Paste
–Viscosity–Yield stress
•Aggregates– grading– concentration
Output Mortar/concrete•Viscosity•Yield stress
Output Mortar/concrete•Viscosity•Yield stress
Prediction
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Viscosity vs. Solid Concentration
050
100150200250300350400
450500
0.85 0.90 0.95 1.00
Φ/ΦΦ/Φ ∗∗
µ' (
Pa.
s)
Mortars w/o HRWRAConcretes w/o HRWRAMortars with HRWRAConcretes with HRWRAIntermediate concretesConcretres w/ SFModel
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What is Concrete?
• Aggregates: 1- 20 mm
• Sand: 0.5 - 1 mm
• Fine fillers: < 5 µm
• Cement: 1-100 µm
• Water
• Chemical admixtures
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Divide and Conquer
• Cement Paste: Water + Cement Particles +Admixtures + …
• Mortar: Cement + Sand• Concrete: Mortar + Aggregate
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Dissipative-Particle-Dynamics
• Mesoscopic particles represent clusters ofmolecules.
• Interactions conserve mass and momentum,isotropic and Galilean invariant producehydrodynamic behavior consistent withNavier-Stokes equations.
• Molecular Dynamics: Brownian motion +velocity dependent dissipation.
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Dissipative Particle Dynamics
ijijii epprrr ∑Ω+=′
ii
ii pm
trr
rrr ′+=′δ
ijjiijjiij epprrWrrrrr
⋅−−Π−=Ω )()( ω