Strona 2_redak - Instytut Agrofizyki im. Bohdana DobrzaÅskiego ...

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108 114. Morland L.W., Sawicki A., Milne P.C.: Uni-axial compaction of a granular material. J. Mech. Phys. Solids, 41(11), 1755-1779, 1993. 115. Moysey E.B.: Active and passive pressures in deep grain bin. Transactions of the ASAE, 77, 1409-1413, 1979. 116. Moysey E.B.: The effect of grain spreaders on grain friction and bin wall preasures. J. Agric. Engng. Res., 30, 149-156, 1984. 117. Moysey E.B., Hiltz S.: Friction properties of fertilizers. Canadian Agricultural Engineering 2, 79-83, 1985. 118. Mróz Z., Drescher A., Hueckel T.: Inprovement of methods of investigations of flow parameters of granular materials (in Polish). Prace IPPT PAN, 54/73, 1973. 119. Mühlhaus H.-B., Vardoulakis I.: The thickness of shear bands in granular material. Geotechnique, 37(3), 271-283, 1987. 120. Münch-Andersen J.: The boundary layer in rough silos. Transactions of the Inst. of Engineers, Australia, ME 12(3), 167-170, 1987. 121. Navarro S., Noyes R.: The mechanics and physics of modern grain aeration management. CRC Press, 2002. 122. Nedderman R.M., Laohakul C.: The thickness of the shear zone of flowing granular materials. Powder Technology, 25, 91-100, 1980. 123. Niedostatkiewicz M., Tejchman J.: Experimental and Theoretical studies on Resonance Dynamic Effects During Silo Flow. Powder Handling and Processing , (1) 15, 36-42, 2003. 124. Nielsen J.: Load distribution in silos influenced by anisotropic grain behaviour. International Conference on Bulk Materials Storage, Handling and Transportation, New Castle, NSW, Australia, August, 1983. 125. Nielsen J., Askegaard V.: Scale errors in model tests on granular media with special reference to silo models. Powder technology, 16, 123-130, 1977. 126. Oda M.: Deformation mechanism of sand in triaxial compression tests. Soil and Foundations, 12(4), 45-63, 1972. 127. Oda M.: Fabrics and their effects on the deformation behaviours of sand. Dept. Found. Engng. Fac. Engng. Saitama University, Special Issue, 1976. 128. Oda M.: Coordination Number and its Relation to Shear Strength of granular material. Soil and Foundations, 17(2), 29-42, 1977. 129. Oda M.: Significance of fabric in granular mechanics. Proc. US-Japan Seminar, Sendai, Japan, 7-26, 1978. 130. Oda M., Konishi J., Nemat-Nasser S.: Some experimentally based fundamental results on the mechanical behaviour of granular materials. Geotechnique, 30, 479-495, 1980. 131. Peschl I.A.S.Z.: Equipment for the measurement of mechanical properties of bulk materials. Powder Handling and Processing, (1) 1, 73-81, 1989. 132. Peschl I.A.S.Z.: Measurement and evaluation of mechanical properties of powders. Powder Handling and Processing, (1) 2, 135-141, 1989. 133. Peschl I.A.S.Z.: Quality control of powders for industrial application. Powder Handling and Processing, (1) 4, 357-363, 1989. 134. Ploof D.A., Carson J.W.: Quality control tester to measure relative flowability of powders. Bulk Solids Handling, 14(1), 127-132, 1994. 135. PN-B-03254-2002: Concrete bins for granular materials. Calculation, design, performace and operation (in Polish).
136. PN-70/R-74010. Polish Standard. Cereal grains and edible legume seeds. Sampling. Wydawnictwa Normalizacyjne “ALFA” (in Polish). 137. PN-73/R-74007. Polish Standard. Cereal grains. Determination of density. Wydawnictwa Normalizacyjne “ALFA” (in Polish). 138. PN-74/Z-04002.07. Polish Standard. Air purity protection. Tests of dust physical properties. Determination of angle of repose dust. Polski Komitet Normalizacji i Miar (in Polish). 139. Prusiel J.A., Nikitin W.: Analisies of thermal effects in cylindical concrete silos for bulk solids (in Polish). ;, .RQIHUHQFMD Ä)HOEHWRZH L VSU*RQH ]ELRUQLNL QD PDWHULDá\ V\SNLH L FLHF]H´ -168, ZLHUDGyZ=GUyM 140. Pukos A.: Deformations of soil as influenced by distribution of pore size and solid phase particles (in Polish) . 3UREOHP\$JURIL]\NL2VVROLQHXP:URFáDZ 141. Raltchev A., Barov W.: New apparatus for determination of coefficient of internal friction (in Czech). Problemy obrabotki poczwy , Sofia, 169-177, 1970. 142. Richter D.W.: Friction coefficients of some agricultural materials. Agricultural Engineering, June, 411-413, 1954. 143. Roscoe K.H.: The influence of strains in soil mechanics. 10th Rankine Lecture. Géotechnique, 20(2), 127-170, 1970. 144. Rowe P.W.: The relation between the shear strength of sands in triaxial compression, plane strain and direct shear. Geotechnique, 19(1), 75-86, 1969 145. Rusinek R.: Pressure ratio of plant glant granular solids. PhD Dissertation, Institute of Agrophysics, Lublin, Poland 2005. 146. Sakaguchi E., Kawasaki S., Tobita F.: Simulation of flowing phenomena of grains by Distinct Element Method. AGENG, Milano’94, Report N.94-G-025, 1994. 147. Sakaguchi E., Kawasaki S., Suzuki M., Urakawa T., Favier J.F.: Effective use of DEM Simulations for Development of Garin Processing Technology. AngEng Olso 98, 98-F-021, 1998. 148. SDZLFNL$ZLG]LVNL: Cyclic compaction of soils, grains and powders. Powder Technology, 85, 97-104, 1995. 149. Scherer R., Kutzbach H.D.: Mechanishe Eigenshaften von Kornerfruchten. Grundlagen Landtechnik, 1, 6-12, 1978. 150. Schott R.W, Britton M.B.: Plane strain behaviour of bulk grain. Paper No. NCR84-503, ASAE St. Joseph, MI 1984. 151. Schwedes J.: Shearing behaviour of slightly compressed cohesive granular materials. Powder Technol., 11, 59-67, 1975. 152. Schwedes J.: Review on testers for measuring flow properties. Granular Matter, 5, 1-43, 2003. 153. Snyder L.H., Roller W.L., Hall G.E.: Coefficients of kinetic friction of wheat on various metal surfaces. Transactions of the ASAE, 3, 411-419, 1967. 154. Stasiak M., Molenda M.: Influence of moisture content on stress-strain relationship of wheat bed (in Polish). 9, .RQIHUHQFMD 0LG]\QDURGRZD ³,Q*\QLHULD PHFKDQLF]QD *\ZQRFL´ ,Q*\QLHULD 0DV]\Q 75-80, Bydgoszcz, 2001. 155. Stephens L.E., Foster G.H.: Grain bulk properties as affected by mechanical grain spreaders. Transactions of the ASAE, 19(2), 354-358, 1976. 156. Stephens L.E., Foster G.H.: Bulk properties of wheat and grain sorghum as affected by a mechanical grain spreaders. Transactions of the ASAE, 21(2), 1217-1221, 1978. 157. Stewart B.R., Hossain Q.A., Kunze O.R.: Friction coefficients of sorghum grain on steel, teflon and concrete surfaces. Transactions of the ASAE, 4, 415-418, 1969. 109
Page 2 and 3:
EC Centre of Excellence AGROPHYSICS
Page 4 and 5:
4 9.3. Factors influencing the coef
Page 6 and 7:
6 BASIC NOTATION c - cohesion [kPa]
Page 8 and 9:
8 Numerous granular materials when
Page 10 and 11:
10 the tensor of plastic strain inc
Page 12 and 13:
12 Fig. 2.1. Yield curves with comp
Page 14 and 15:
14 Stable or unstable behaviour of
Page 16 and 17:
16 In turn, the model of Lade, also
Page 18 and 19:
18 same porosity need not have iden
Page 20 and 21:
20 where: A = ∫ E( β) sin βdβ
Page 22 and 23:
22 (β = 0 o ), positioning the out
Page 24 and 25:
24 grain was poured into the mould
Page 26 and 27:
26 axes of the ellipse characterizi
Page 28 and 29:
28 [176] for the determination of p
Page 30 and 31:
30 A different approach to the desc
Page 32 and 33:
32 where: I - moment of inertia, k
Page 34 and 35:
34 a) b) f s f s m M f n f n Contac
Page 36 and 37:
36 The micropolar model yields resu
Page 38 and 39:
38 Fig. 3.17. Model of shear band f
Page 40 and 41:
40 In the case of agricultural mate
Page 42 and 43:
42 5.2. Density of consolidated mat
Page 44 and 45:
44 (cereal grain, sand, soil), the
Page 46 and 47:
46 Multiple wetting and drying of g
Page 48 and 49:
48 vertical pressure within the ran
Page 50 and 51:
50 of the curve defined by A, where
Page 52 and 53:
52 6. Vertical consolidation refere
Page 54 and 55:
54 poured into the box without vibr
Page 56 and 57:
56 7.2.2. Bulk density Stress-strai
Page 58 and 59: 58 near the box wall and lifted alo
Page 60 and 61: 60 and the upper boundary was 18.5
Page 62 and 63: 62 A -1 5 -1 0 -5 1 0 5 -5 5 1 0 1
Page 64 and 65: 64 Fig. 8.2. Yield locus and effect
Page 66 and 67: 66 in such a way that friction woul
Page 68 and 69: 68 a) b) µ = tg ϕw ϕ w c) d) e)
Page 70 and 71: 70 9.3. Factors influencing the coe
Page 72 and 73: 72 galvanized steel received from d
Page 74 and 75: 74 9.3.4. Velocity of sliding Becau
Page 76 and 77: 76 1+ sinϕ k = . 1 − sinϕ (10.3
Page 78 and 79: 78 N ϕ VLQϕ 3UHVVXUHUDWLRN
Page 80 and 81: 80 10.4.1. Friction force mobilizat
Page 82 and 83: 82 10.4.3. Moisture content With in
Page 84 and 85: 84 Table 10.1. Measured (k s ) and
Page 86 and 87: 86 conventional engineering analyse
Page 88 and 89: 88 a, b - product-dependent coeffic
Page 90 and 91: 90 also be performed as a function
Page 92 and 93: 92 reliable processing and stable v
Page 94 and 95: 94 unconfined yield strength to pow
Page 96 and 97: 96 The Chute Index (CI) is recommen
Page 98 and 99: 98 obtained the maximum deviation o
Page 100 and 101: 100 efficient flow control using op
Page 102 and 103: 102 In the field of experimental in
Page 104 and 105: 104 22. Britton M.G., Moysey E.B.:
Page 106 and 107: 106 69. Horabik J., Rusinek R.: Pre
Page 110 and 111: 110 158. 6WSQLHZVNL$ Influence of m
Page 112 and 113: 112 16. APPENDIX - Physical Propert
Page 114 and 115: 114 16.2. Density and porosity Tabl
Page 116 and 117: 116 Table 16.7. Mean values (±St.
Page 126 and 127: 126 Table 16.16. Cont. 1 2 3 4 Icin
Page 136 and 137: 136 Table 16.25. Cont. 1 2 3 4 Icin
Page 140 and 141: 140 Table 16.29. Cont. Table sugar
Page 144 and 145: 144 Table 16.35. Mean values (± St
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