Abstract
A great deal of researches have been conducted on impact and penetration problems. The penetration studies include various experimental, analytical and computational simulations. “Projectile penetration into a semi-infinite target” by an analytical method using the unified strength theory has been described in (Yu et al., 2009). These studies were done by Li JC (2002), Wei XY (2003) and Wang YB (2004) at Xi’an Jiaotong University, Xi’an China. Systematical results can be obtained by using the unified strength theory. The computational simulation of penetration with Yu’s UST (Unified Strength Theory) and AutoDYN for 2D normal penetration, penetration of concrete slabs using UST and SPH (Smoothed Particle Hydrodynamics) methods will be discussed in this chapter. The 3D penetration and perforation will be studied in the next chapter.
This chapter was contributed by Professors Zhou XQ, Qiang HF, Xi’an High Technological Institute, Xi’an, China and Professor Fan SC, Nanyang Technological University, Singapore
Access provided by Autonomous University of Puebla. Download to read the full chapter text
Chapter PDF
Keywords
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.
References
Alves M (2000) Material constitutive law for large strain and strain rates. Engineering Mechanics, 126(2): 215–218.
AutoDYN (2000) Theory Manual. Century Dynamics Inc.
Cervera M, Oliver J and Manzoli O (1996) A rate dependent isotropic damage model for the seismic analysis of concrete dams. Earthquake Engineering and Structural Dynamics, 25: 987–1010.
Cloutman LD (1991) SPH simulations of hypervelocity impacts. Lawrence Livermore National Laboratory, UCRL-ID-105520.
Fan SC and Qiang HF(2001) Normal high-velocity impaction concrete slabs-a simulation using the meshless SPH procedures. In: Computational Mechanics—New Frontiers for New Millennium, Valliappan S. and Khalili N. eds. Elsevier Science Ltd., pp 1457–1462.
Gingold RA and Monaghan JJ (1982) Kernel estimates as a basis for general particle methods in hydrodynamics. Journal of Computational Physics, 46(4): 429–453.
Hansson H and Agardh L (2000) Experimental and numerical studies of projectile perforation in concrete targets. Structural Failure and Plasticity, Editors: Zhao XL and Grzebieta. Elsevier Science Ltd. 115–120.
Hanchak SJ, Forrestal MJ, Young ER and Ehrgott JQ (1992) Perforation of concrete slabs with 40MPa and 140 MPa unconfined compressive strengths. Int. J. of Impact Engineering, 12(1):1–7.
Herrmarm W (1969) Constitutive equation for the dynamic companion of ductile porous material. J. of Applied Physics, 40(6): 2490–2499.
Jonas GH and Zukas JA (1978) Mechanics of penetration: analysis and experiment. Int. J. of Engineering Science, 16: 879–903.
Kennedy RP (1976) Review of procedures for the analysis and design of concrete structures to resist missile impact effects. Nuclear Engineering and Design, 37:183–203.
Kotsovos MD and Pavlovic MN (1995) Structural Concrete, Finite Element Analysis for Limit State Design. Thomas Telford Publications: London.
Laible RC (1980) Ballistic Materials and Penetration Mechanics: Methods and Phenomena. Elsevier: Amsterdam.
Li JC (2001) Investigation of high velocity long rod penetrating semi-infinite concrete target. PhD. Thesis, Xi’an Jiaotong University, Xi’an, China (in Chinese, English abstract).
Libersky LD and Petscheck AG (1991) Smoothed particle hydrodynamics with strength of materials. Proceedings of the Next Free Lagrange Conf. Springer-Verlag: NY, pp 248–257.
Liu MB, Liu GR, Zong Z and Lam KY (2003) Computer simulation of the high explosive explosion using smoothed particle hydrodynamics methodology. Computers & Fluids, 32(3): 305–322.
Liu GR (2002) Mesh Free Methods: moving beyond the finite element method. CRC press: Boca Raton.
Lucy LB (1977) A numerical approach to the testing of the fission hypothesis. The Astronomical Journal, 82(12): 1013–1024.
Mazars J (1986) A description of micro-and macroscale damage of concrete structures. Engineering Fracture Mechanics, 25(5–6): 729–737.
Persson AKE(1990) CMl-A Simple Model for the dynamic deformation and failure properties of brittle materials. Dynamic Research AB Report: Sweden.
Qiang HF and Fan SC (2002) Numerical simulation of perforation of concrete slabs by steel rods using SPH method. The 2nd International Conference on Structural Stability and Dynamics. December 16–18, Singapore.
Riedel W, Thoma K, Hiermaier S and Schmolinske E (1999) Penetration of reinforced concrete by BETA-B-500-Numerical analysis using a new macroscopic concrete model for hydrocodes, Proceedings of 9th Int. Symp. IEMS, Berlin, pp 315–322.
Shiu WJ, Donzé FV and Daudeville L (2009) Influence of the reinforcement on penetration and perforation of concrete targets: A discrete element analysis. Engineering Computations: International Journal for Computer-Aided Engineering and Software, 26(1/2): 29–45.
Wang YB (2003) Research in Structural Impacting Problems based on Unified Strength Theory. PhD. thesis, Xi’an Jiaotong University, Xi’an, China (in Chinese, English abstract).
Wei XY (2002) Investigation of Long Rod Penetrating Target. PhD. thesis, Xi’an Jiaotong University, Xi’an, China (in Chinese, English abstract).
Yu MH, He LN and Song LY (1985) Twin shear stress theory and its generalization. Scientia Sinica (Sciences in China), English Edition, Series A, 28(11): 1174–1183.
Yu MH and He LN (1991) A new model and theory on yield and failure of materials under the complex stress state. In: Mechanical Behavior of Materials-6, (ICM-6). Jono M and Inoue T ed., Pergamon Press: Oxford, Vol. 3, pp 841–846.
Yu MH (1992) New System for Strength Theory. Xi’an Jiaotong University Press: Xi’an, China (in Chinese).
Yu MH (1998) Twin Shear Theory and its Applications. Science Press: Beijing (in Chinese).
Yu MH (2002) Concrete Strength Theory and its Applications. Higher Education Press: Beijing (in Chinese).
Yu MH (2002) Advances in strength theories for materials under complex stress state in the 20th Century. Applied Mechanics Reviews, 55(3): 169–218.
Yu MH (2004) Unified Strength Theory and its Applications. Springer: Berlin.
Yu MH, et al (2006) Generalized Plasticity. Springer: Berlin.
Zhou XQ (2002) Numerical Analysis of Reinforcement Concrete Using Multi-Surface Strength Model. Doctoral thesis at Nanyang Technological University, Singapore.
Zhou XQ, Hao H, Li ZX (2007) Numerical simulation of an underground structure under a hypothetic terrorist bombing. Journal of PLA University of Science and Technology (Natural Science Edition), 8(6): 567–572 (in Chinese).
Author information
Authors and Affiliations
Rights and permissions
Copyright information
© 2012 Zhejiang University Press, Hangzhou and Springer-Verlag Berlin Heidelberg
About this chapter
Cite this chapter
Yu, MH., Li, JC. (2012). 2D Simulation of Normal Penetration Using the Unified Strength Theory. In: Computational Plasticity. Advanced Topics in Science and Technology in China. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-24590-9_12
Download citation
DOI: https://doi.org/10.1007/978-3-642-24590-9_12
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-642-24589-3
Online ISBN: 978-3-642-24590-9
eBook Packages: Chemistry and Materials ScienceChemistry and Material Science (R0)