A review of induced anisotropy and steady-state flow in powders

Powder Technology

Volumn 98, Issue 3, 1998, Pages 191-200

  Feise, Hermann J ^a  

^a DUPONT COMPANY   (United States)

Author keywords

Anisotropy; Powders; Steady state flow

Indexed keywords

ANISOTROPY; CONSOLIDATION; MECHANICAL VARIABLES MEASUREMENT; SHEAR STRENGTH; STRAIN; STRESS ANALYSIS;

SHEAR TESTING; STEADY STATE FLOW;

POWDERS;

ANISOTROPIC MEDIUM; POWDER; STEADY FLOW;

ANISOTROPY; FLOW; POWDER; REVIEW; SHEAR STRESS; SOLID; STEADY STATE; STRENGTH; STRESS STRAIN RELATIONSHIP;

EID: 0032529591     PISSN: 00325910     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0032-5910(98)00064-3     Document Type: Review

References (30)

1. [1] D. Schulze, J. Schwedes, Moderne Schüttguttechnik, Die Chemische Produktion, -Sonderausgabe, 1991, pp. 60-68.
2. [2] D. Schulze, Measuring powder flowability: a comparison of test methods, Powder Bulk Eng., Part I 10 (4) (1996) 45-61.
3. [3] D. Schulze, Measuring powder flowability: a comparison of test methods, Powder Bulk Eng., Part II 10 (6) (1996) 17-28.
4. [4] R.K.S. Wong, J.R.F. Arthur, Induced and inherent anisotropy in sand, Géotechnique 35 (4) (1985) 471-481.
5. [5] A.W. Jenike, Storage and flow of solids, Bull. 123 of the Utah Engineering Experiment Station, Bull. Univ. of Utah, 53 (1964) 26.
6. [6] H.J. Feise, J. Schwedes, Experimental determination of the response envelope of fine limestone, Part. Part. Sys. Charact. 13 (6) (1996) 362-367.
7. [7] J. Schwedes, D. Schulze, Measurement of flow properties of bulk solids, Powder Technol. 61 (1990) 59-68.
8. [8] A.H. Gerritsen, The influence of the degree of stress anisotropy during consolidation on the strength of cohesive powdered materials, Powder Technol. 43 (1985) 61-70.
9. [9] The Institution of Chemical Engineers: Standard Shear Testing Technique for particulate solids using the Jenike shear cell, Rugby, 1989, ISBN 0-85295-232-5.
10. [10] M. Nowak, J. Schwedes, Investigation on pure shearing of cohesive limestone with true biaxial shear tester, Chem. Eng. Technol. 15 (1992) 295-299.
11. [11] L.P. Maltby, G.G. Enstad, S.R. de Silva, Investigation of the behavior of powders under and after consolidation, Part. Part. Syst. Charact. 12 (1995) 16-27.
12. [12] M. van der Kraan, Techniques for the measurement of the flow properties of cohesive powders, Proefschrift, TU Delft, Delft, 1996.
13. [13] J. Schwedes, J. Harder, Influence of Stress History on the Yield Limit of Bulk Solids, 2nd Intern. Conf. on Bulk Materials Storage, Handling and Transportation, Wollongong, Australia, 07-09.07.1986, National Conference Publication No 86/6, 94-97.
14. [14] F. Li, V.M. Puri, Measurement of anisotropic behavior of dry cohesive and cohesionless powders using a cubical triaxial tester, Powder Technol. 89 (1996) 197-207.
15. [15] J. Budiman, S. Sture, H.-Y. Ko, Constitutive behavior of stress-induced anisotropic cohesive soil, J. Geotech. Eng. 118 (9) (1992) 1348-1359.
16. [16] T. Dunstan, M. Jamebozorgi, S. Akibarian-Mianduab, Powder strength after changes in principal stress direction, Powder Technol. 81 (1994) 31-40.
17. [17] M.J.P.R. Symes, A. Gens, D.W. Hight, Undrained anisotropy and principal stress rotation in saturated sand, Géotechnique 34 (1) (1984) 11-27.
18. [18] The Institution of Chemical Engineers: Standard Shear Testing Technique, Rugby, England, 1989, pp. 1-46.
19. [19] J. Harder, Ermittlung der Fließeigenschaften kohäsiver Schüttgüter mit einer Zweiaxialbox, Dissertation, TU Braunschweig, Braunschweig, 1986.
20. [20] E.C. Hambly, Plane Strain Behavior of Soft Clay, PhD Thesis, Univ. of Cambridge, 1969.
21. [21] J.R.F. Arthur, T. Dunstan, G.G. Enstad, Determination of the flow function by means of a cubic plane strain tester, Int. J. Bulk Solids Storage Silos 1 (2) (1985) 7-10.
22. [22] I. Vardoulakis, M. Goldscheider, G. Gudehus, Formation of shear bands in sand bodies as a bifurcation problem, Int. J. Numerical Anal. Methods Geomech. 3 (1978) 99-128.
23. [23] M. Nowak, Spannungs-/Dehnungsverhalten von Kalkstein in der Zweiaxialbox, Dissertation, TU Braunschweig, Braunschweig, 1994.
24. [24] H.J. Feise, J. Schwedes, Investigation of the behavior of cohesive powder in the biaxial tester, KONA 13 (1995) 99-103.
25. [25] O. Molerus, Theory of yield of cohesive powders, Powder Technol. 12 (1975) 259-275.
26. [26] F. Saraber, G.G. Enstad, G. Haaker, Investigations on the anisotropic yield behavior of a cohesive bulk solid, Powder Technol. 64 (1991) 183-190.
27. [27] N. Nowak, J. Schwedes, Measuring the fundamental material properties with the true biaxial tester, in: G.G. Enstad, et al. (Eds.), Reliable Flow of Particulate Solids II: Proceedings, Oslo (Norway), 23-25.08.1993, EFChE Publ. Series. 96, Porsgrunn, 1993, pp. 285-305.
28. [28] T.A. Bell, R.J. Grygo, S.P. Duffy, V.M. Puri, Simplified methods of measuring powder cohesive strength, in: J. Schwedes, (Ed.), Preprints 3rd Europ. Symp. Storage and Flow of Participate Solids (Janssen Centennial), PARTEC95, Nürnberg 21-23.03.1995, Nürnberg, 1995, pp. 79-88.
29. [29] G. Gudehus, M. Goldscheider, H. Winter, Mechanical properties of sand and clay and numerical integration methods: Some sources of errors and bounds of accuracy, in: G. Gudehus, (Ed.), Finite Elements in Geomechanics, London, New York, 1977, pp. 121-150.
30. [30] M. Topolnicki, Observed stress-strain behavior of remolded saturated clay and examination of two constitutive models, in: G. Gudehus, O. Natau (Eds.), Veröffentl. Inst. f. Bodenmechanik und Felsmechanik, U. Karlsruhe, Heft 107, Karlsruhe, 1987.