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Advances in Materials Science and Engineering
(4) According to the drop test, with the increase of flute height 𝐻 , the maximum stress of goods on the upper board in the drop test decreased. (5) According to the drop test, with the increase of flute angle, the maximum stress of the model decreases firstly and then increases. The maximum stress of the corrugated board bears is smallest when the flute angle 𝜃 reaches60 ∘ . Therefore, the optimal flute angle 𝜃 couldbe60 ∘ for corrugated board. All the conclusions are consistent with experimental data or product standards. Conflict of Interests The authors declare that there is no conflict of interests regarding the publication of this paper. Acknowledgments This work was financially supported by the National Natural Science Foundation of China (51206148, 51106140), Major Programs of Sci & Tech, Department of Science and Tech- nology of Zhejiang Province (2008C12062, 2013C03017-4), and Zhejiang Provincial Natural Science Foundation of China (Y1110642, Y407311). The authors are thankful for the finan- cial support of Zhejiang Provincial Key Disciplines “Pulp and Paper Engineering.” References [1] M. E. Biancolini, C. Brutti, and S. Porziani, “Corrugated board containers design methods,” International Journal of Computa- tional Materials Science and Surface Engineering , vol. 3, no. 2-3, pp. 143–163, 2010. [2] http://en.wikipedia.org/wiki/Corrugated fiberboard. [3] M. Tuomela, M. Vikman, A. Hatakka, and M. Ita¨vaara, “Biodeg- radation of lignin in a compost environment: a review,” Biore- source Technology , vol. 72, no. 2, pp. 169–183, 2000. [4] A. C. Gilchrist, J. C. Suhling, and T. J. Urbanik, “Nonlinear finite element modeling of corrugated board,” in ASME Joint Applied Mechanicals and Materials Division Meeting , pp. 101–106, 1998. [5] D. Twede and S. E. M. Selke, Cartons, Crates and Corrugated Board: Handbook of Paper and Wood Packaging Technology , DEStech, 2005. [6] T. J. Lu, C. Chen, and G. Zhu, “Compressive behaviour of corru- gated board panels,” Journal of Composite Materials , vol. 35, no. 23, pp. 2098–2126, 2001. [7] T. Nordstrand, “Analysis and testing of corrugated board panels into the post-buckling regime,” Composite Structures , vol. 63, no. 2, pp. 189–199, 2004. [8] U. Nyman and P. J. Gustafsson, “Material and structural failure criterion of corrugated board facings,” Composite Structures , vol. 50, no. 1, pp. 79–83, 2000. [9] M. Daum, D. Darby, G. Batt, and L. Campbell, “Application of the stress-energy method for generating corrugated board cushion curves,” Journal of Testing and Evaluation , vol. 41, no. 4, pp. 590–601, 2013. [10] J. Viguie´, P. J. J. Dumont, L. Orge´as, P. Vacher, I. Desloges, and E. Mauret, “Surface stress and strain fields on compressed panels
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