Structural Optimization of Laminated Glass Plate Using Discrete Element Method

Article Preview

Abstract:

Laminated glass is widely used to enhance structural functions. The impact fracture behavior of laminated glass is more complicated than that of single glass, because of the combined influences of the large deformation and delamination strengths. In this study, the impact fracture behavior of a laminated glass plate intended for the outside surface of a modern building has been studied by numerical simulations and experiments. This fracture simulation was calculated using a Discrete Element Method (DEM) based on non-continuum mechanics. The laminated glass structures have been optimized for attaining maximum durability against impact fracture based on the response surface method. In the optimum problem, the tensile strength of the interlayer and the adhesive strength between two pieces of glass and the interlayer are taken as the design variables. From the results of the optimization, it has been observed that the laminated glass difficult to break in the case that the tensile strength was high and that the adhesive strength was a little light. The penetration performance of an optimized laminated glass plate was noticeably better in comparison with a commercial laminated glass plate.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

716-720

Citation:

Online since:

February 2015

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] J. Wei and L. Dharani, Response of laminated architectural glazing subject to blast loading, International Journal of Impact engineering, 32 (2006) p.2032-(2047).

DOI: 10.1016/j.ijimpeng.2005.05.012

Google Scholar

[2] T. Pyttel, H. Liebertz and J. Cai, Failure criterion for laminated glass under impact loading and its application in finite element simulation, International Journal of Impact Engineering, 38 (2011) pp.252-263.

DOI: 10.1016/j.ijimpeng.2010.10.035

Google Scholar

[3] D.V. Griffiths and G.G.W. Mustoe, Modelling of elastic continua using a grillage of structural elements based on discrete element concepts, International Journal of Numerical Methods, 50 (2001) pp.1759-1775.

DOI: 10.1002/nme.99

Google Scholar

[4] J. Oda and M.Y. Zang, Analysis of impact fracture behavior of laminated glass of bi-layer type using discrete element method, Key Engineering Mater, 145, 149 (1998) pp.349-354.

DOI: 10.4028/www.scientific.net/kem.145-149.349

Google Scholar

[5] M.Y. Zang, Z. Lei and S.F. Wang, Investigation of impact fracture behavior of automobile glass by 3D discrete element method, Computer Methods, 41 (2007) pp.73-83.

DOI: 10.1007/s00466-007-0170-1

Google Scholar

[6] R.H. Myers, A.I. Khuri and W.H. Jr. Carter, Response Surface Methodology: 1966-1988, Technometrics, 31 (1989) pp.137-157.

DOI: 10.2307/1268813

Google Scholar

[7] W.J. Roux, N. Stander and R.T. Haftka, Response surface approximations for structural optimization, International Journal for Numerical Methods in Engineering, 42, 3 (1998) pp.517-534.

DOI: 10.1002/(sici)1097-0207(19980615)42:3<517::aid-nme370>3.0.co;2-l

Google Scholar

[8] A. Todoroki, RSMaker for Excel ver. 0. 1",available from <http: /todoroki. arrow. jp/ssoft/ RSMkaisetsu. pdf#search='RSMaker, >.

Google Scholar