Abstract
The 2D simulation of normal penetration has been described in Chapter 12. The same problem is re-investigated through 3D simulation using the model proposed by Zhou at Nanyang Technological University (NTU), Singapore, which is the combination of the unified strength theory (Yu, 1998; Yu, 2004) and the experimental data.
This chapter is contributed by Prof. Zhou XQ
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References
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Yu MH (2004) Unified Strength Theory and its Applications. Springer: Berlin.
Zhou XQ (2002) Numerical Analysis of Reinforcement Concrete Using Multi-Surface Strength Model. Doctoral Thesis at Nanyang Technological University, Singapore.
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© 2012 Zhejiang University Press, Hangzhou and Springer-Verlag Berlin Heidelberg
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Yu, MH., Li, JC. (2012). 3D Simulation of Normal and Oblique Penetration and Perforation. In: Computational Plasticity. Advanced Topics in Science and Technology in China. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-24590-9_13
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DOI: https://doi.org/10.1007/978-3-642-24590-9_13
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-642-24589-3
Online ISBN: 978-3-642-24590-9
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