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Simulation of the Moulding Process of Bentonite-Bonded Green Sand

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Finite Element Method FEM via commercially available software has been used for numerical simulation of the compaction process of bentonite-bonded sand mould. The mathematical model of soil plasticity which involved Drucker-Prager model match with Mohr Coulomb model was selected. The individual parameters which required for the simulation process were determined through direct shear test based on the variation of sand compactability. The novelty of this research work is that the individual micro-mechanical parameters were adopted depend on its directly proportional to the change of sand density during the compaction process. Boundary conditions of the applied load, roller and fixed constraint were specified. An extremely coarse mesh was used and the solution by time-dependent study was done for investigation of material-dependent behaviour of green sand during the compaction process. The research implemented also simulation of the desired points in sand mould to predict behaviour of moulding process, and prevent failure of the sand mould. Distance dependent displacement and distance-dependent pressure have been determined to investigate the effective moulding parameters without spent further energy and cost for obtaining green sand mould. The obtained numerical results of the sand displacement show good agreement with the practical results.
Rocznik
Strony
67--73
Opis fizyczny
Bibliogr. 17 poz., fot., rys., tab.
Twórcy
autor
  • IMKF TU - Bergakademie Freiberg, Germany
  • University of Technology -Baghdad, Iraq
autor
  • IMKF TU - Bergakademie Freiberg, Germany
  • Salahddin University-Erbil, Iraq
Bibliografia
  • [1] Naeimi, K., Baradaran, H., Ahmadi, R. & Shekari, M. (2015). Study and simulation of the effective factors on soil compaction by tractors wheels using the finite element method. Journal of Computational Applied Mechanics. 46(2), 107-115. DOI: 10.22059/jcamech.2015.55093.
  • [2] Soane, B. (1990). The role of organic matter in soil compatibility: A review of some practical aspects. Soil & Tillage Research. 16(1-2), 179-201. DOI: https://doi.org/ 10.1016/0167-1987(90)90029-D.
  • [3] Minaei, S. (1984). Multi pass effects of wheel and track- type vehicles on soil compaction. MS Thesis, Virginia Polytechnic Institute and State University.
  • [4] Chen, Y. Tessier, Y. & Rauffignat, S. (1998). Soil bulk density estimation for tillage systems and soil texture. Transactions of the American Society of Agricultural and Biological Engineers. 41(4), 1601-1610.
  • [5] Wenzhen, L. & Junjiao, W. (2007). Numerical Simulation of Compacting Process of Green Sand Molding Based on Sand Filling. Materials Science Forum. 561-565, 879-1882. DOI: https://doi.org/10.4028/www.scientific.net/MSF.561-565.1879.
  • [6] Hovad, E., Larsen, P., Walther, J., Thorborg, J. & Hattel,. J.H. (2015). Flow Dynamics of green sand in the DISAMATIC moulding process using Discrete element method (DEM). I O P Conference Series Materials Science and Engineering. 84(1) 1-8. DOI: 10.1088/1757-899X/84/1/012023.
  • [7] Hua, L., Junjiao, W., Tianyou, H. & Hiroyasu, M. (2011). A new numerical simulation model for high pressure squeezing moulding. China foundry. 8(1) 25-29. ID: 1672-6421(2011)01-025-05.
  • [8] Schijndel, van, A.W.M.(2007). Integrated heat air and moisture modeling and simulation. Doctoral dissertation, Eindhoven University of Technology. https://doi.org/ 10.6100/IR622370.
  • [9] Terzaghi, K. (1976). Earthwork mechanics based on soil physics (in German). G. Gistel & Cie. GmbH, Wien.
  • [10] Tomas, J. (1991). Modeling of the flow behavior of bulk solids on the basis of the interaction forces between the particles and applications in the design of bunkers (in German). Habilitation thesis, TU Bergakademie Freiberg.
  • [11] Inoue, Y., Motoyama, Y., Takahashi, H., Shinji, K. & Yoshida, M. (2013). Effect of sand mold models on the simulated mold restraint force and the contraction of the casting during cooling in green sand molds. Journal of Materials Processing Technology. 213(7), 1157-1165. https://doi.org/10.1016/j.jmatprotec.2013.01.011.
  • [12] Kadauw, A. (2006). Mathematical modeling of the moulding material processes (in German). Doctoral dissertation, TU Bergakademie Freiberg.
  • [13] Lang, H.-J., Huder, J., Amann, P., Puzrin, A.M. (1996). Soil mechanics and foundation (in German). Springer, Berlin Heidelberg.
  • [14] Suroso, P., Samang, L., Tjaronge, W. & Muhammad Ramli. (2016). Estimates of Elasticity and Compressive Strenght in Soil Cement Mixed With Ijuk-Aren, International Journal of Innovative Research in Advanced Engineering (IJIRAE), 3(4), 21-26.
  • [15] Nujid, M.M. & Taha, M.R. (2016). Soil Plasticity Model for Analysis of Collapse Load on Layers Soil. EDP Sciences, MATEC Web of Conferences. 47(03020) 1-6. DOI: 10.1051/matecconf/ 20164703020.
  • [16] Chen, W.F. Mizuno, E. (1990). Nonlinear Analysis in Soil Mechanics: Theory and Implementation, Elsevier Science Publishers B. V., ISBN 978-0444430434, 5-36.
  • [17] Bast, J., Kadauw, A. (2004). 3D-Numerical Simulation of Squeeze Moulding with the Finite element Method. Proceeding of 66th World Foundry Congress Istanbul, 247-258.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2021).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-c776c698-54fb-4d94-bd33-ba0d2cd83a07
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