Micro-Strength Analysis of Sand Mold for Casting Based on Bonded-Particle Model

Article Preview

Abstract:

The micro-strength of sand mold is analyzed based on bonded-particle model (BPM) due to the reason that the strength of sand mold largely influences the final casting properties. In this study, the stress and the strength as well as the stiffness parameters of the binding bridge between the sands are obtained firstly by establishing the equivalent micro-beam model of the binding bridge between the sands. Then, the tensile strength formula of Sand Mold is derived according to the idea packing shape of particle, which is then used for discussing the relationship between the tensile strength with the sand mesh and the mass fraction of binder. At last, the effects of the sand mesh and mass fraction of binder on the tensile strength of the Sand Mold are analyzed quantitatively, which shows the great agreement with the macroscopic experimental results of the sand mold strength.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

316-321

Citation:

Online since:

December 2016

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2017 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] X. L. Dong, X. Y. Li, Z. D. Shan, F. Liu. Rapid manufacturing of sand molds by direct milling. Tsinghua Science and Technology, 14(1) (2009) 212-215.

DOI: 10.1016/s1007-0214(09)70094-x

Google Scholar

[2] H. Sun, G. P. Liu, Effects of grain size of roughing resin sand on strength. Locomotive & Rolling Stock Technology, (3) (1998) 7-9.

Google Scholar

[3] C. Z. Meng, Q. Z. Sun, P. Q. Zhang. Effect of base sand on the properties of ester cured sodium silicate sand. Foundry Technology, 2006, 27(10): 1048-1049.

Google Scholar

[4] P. Do, C. Pa. A bonded-particle model for rock. Int. J. Rock Mech. Min. Sci. 41(8) (2004) 1329–1364.

Google Scholar

[5] T. Kazerani, J Zhao, Micromechanical parameters in bonded particle method for modeling of brittle material failure. Int. J. Numer. Analyt. Meth. Geomech. 34(18) (2010) 1877-1895.

DOI: 10.1002/nag.884

Google Scholar

[6] A. Lisjak, G. Grasselli. A review of discrete modeling techniques for fracturing processes in discontinuous rock masses. J. Rock Mech. Geotech. Eng. 6 (2014) 301-314.

DOI: 10.1016/j.jrmge.2013.12.007

Google Scholar

[7] Z. Q. Li. The relation between aperture size and mesh numbers of test sieves. Powder Metall. Ind. 7(5) (1997) 25-29.

Google Scholar

[8] Q. C. Sun, M. Y. Hou, JIN Feng, Physics and mechanics of granular matter, Beijing: Science Press, 2011, p.6.

Google Scholar

[9] Z. M. Zeng, Handbook of mechanical engineering materials (non-metallic material), Beijing: Machinery Industry Press, 2004, p.3.

Google Scholar