Investigation on the compression behavior of tetrahedral agglomerates
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Abstract
Using a lab-scale pelletizing pan defined tetrahedral agglomerates have been produced from macroscopic spherical primary particles by adding a liquid binder. Defined tetrahedral agglomerates consist of four spherical primary particles, three particles forming the base area on which the fourth particle is arranged centrally. The compression and breakage behavior has been experimentally studied by compression tests. The influences of particle size and binder concentration have been investigated. Moreover, a first approach regarding the theoretical description of the contact deformation of tetrahedral agglomerates has been derived.
Keywords
Compression test Material behavior Agglomerate TetrahedronList of symbols
- \(A\)
Area (\(\hbox {m}^{2}\))
- \(c\)
Concentration (Ma-%)
- \(d_{50}\)
Mean diameter (mm)
- \(E\)
Modulus of elasticity (Pa)
- \(F\)
Force (N)
- \(h_{t}\)
Height of a tetrahedron (m)
- \(k\)
Stiffness (N/m)
- \(p\)
Pressure (Pa)
- \(R\)
Radius (m)
- \(r\)
Radius (m)
- \(S_{m}\)
Specific area (\(\hbox {m}^{2}/\mathrm{kg}\))
- \(s\)
Displacement (m)
- \(v_{B}\)
Stressing velocity (m/s)
- \(\alpha \)
Angle (degree)
- \({\beta }\)
Angle (degree)
- \(\varepsilon \)
Porosity (–)
- \(\nu \)
Poisson’s ratio (–)
- \(\rho \)
Density (\(\hbox {kg/m}^{3}\))
- \(\sigma \)
Strength, stress (\(\hbox {N/m}^{2}\))
- \(\psi \)
Sphericity (–)
Indices
- B
Breakage
- c
Contact
- el
Elastic
- F
Yield
- g
Granule
- low
Lower
- m
Mean
- max
Maximum
- n
Normal direction
- up
Up
- P
Plate
- PP
Primary particle
- p
Particle
- pl
Plastic
- s
Solid
- tot
Total
- 1, 2, 3, 4
Particle, contact partner 1, 2, 3, 4
- \(^{*}\)
Effective parameter
Notes
Acknowledgments
The support of Prof. H. Altenbach of the Institute of Mechanic of the Otto-von-Guericke University Magdeburg is appreciated for a fruitful collaboration and discussion.
References
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