Abstract
The material behavior of dominant elastic–plastic \(\upgamma \)-\(\hbox {Al}_{2}\mathrm{O}_{3}\) granules has been experimentally studied by means of quasi static compression tests and dynamic impact tests until fracture. The obtained distributions of breakage velocity and specific breakage energy are compared. Thus, velocity dependent influences at stressing like viscous behavior can be derived. Additionally, the influences of particle size and moisture content on the material behavior are investigated.
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Abbreviations
- \(A\) :
-
Area (\(\hbox {m}^{2}\))
- \(C\) :
-
Contact point (\(-\))
- \(d_{50}\) :
-
Mean diameter (mm)
- \(E_{\mathrm{kin}}\) :
-
Kinetic energy (J)
- \(E_{\mathrm{m}}\) :
-
Specific breakage energy (J/kg)
- \(F\) :
-
Force (N)
- \(m\) :
-
Mass (kg)
- \(R, r\) :
-
Radius (m)
- \(s\) :
-
Displacement (m)
- \(S_{\mathrm{m}}\) :
-
Specific surface (\(\hbox {m}^{2}/\mathrm{kg}\))
- \(V\) :
-
Volume (\(\hbox {m}^{3}\))
- \(v\) :
-
Velocity (m/s)
- \(v_{\mathrm{eq}}\) :
-
Energetic equivalent breakage velocity (m/s)
- \(W_{\mathrm{B}}\) :
-
Strain energy (J)
- \(X_{\mathrm{W}}\) :
-
Moisture content (\(\hbox {kg}_{{\mathrm{H}}_{2}{\text {O}}}/\mathrm{kg}_{\mathrm{TS}}\))
- \(\varepsilon \) :
-
Porosity (\(-\))
- \(\rho \) :
-
Density (\(\hbox {kg/m}^{3}\))
- \(\sigma \) :
-
Stress (\(\hbox {N/m}^{2}\))
- el:
-
Elastic
- g:
-
Granule
- tot:
-
Total
- l:
-
Liquid
- m:
-
Mean
- max:
-
Maximum
- p:
-
Particle
- s:
-
Solid
- TS:
-
Dry substance
- W:
-
Water
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Müller, P., Aman, S., Stasiak, M. et al. Investigation on the impact and compression behavior of wet \(\upgamma \)-\(\hbox {Al}_{2}\mathrm{O}_{3}\) granules. Granular Matter 16, 349–357 (2014). https://doi.org/10.1007/s10035-013-0453-5
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DOI: https://doi.org/10.1007/s10035-013-0453-5
Keywords
- Compression behavior
- Impact behavior
- Material behavior
- Moisture content