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Unified Characteristics Line Theory for Spatial Axisymmetric Problem

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Summary

The characteristics line theory for spatial axisymmetric plastic problem is very important in the plasticity and engineering.

The unified characteristics line field theory of spatial axisymmetric problem and its applications are described in this chapter. The effects of the intermediate principle stress σ2 and the SD effect of materials are taken into account in the unified characteristics field theory. A series of characteristics line field for spatial axisymmetric problem suitable for different kinds of materials can be derived from the new theory, the previous theories are special cases or linear approximation of the unified characteristics line theory. The new theory can be applied to the limit analysis of spatial axisymmetric plastic problems in plasticity and engineering.

Based on the cylindrical cavity-expansion theory and the unified strength theory, a unified plastic-damage model is proposed for penetration problems. The proposed model is used to simulate penetration of a long-rod into a concrete target. The spatial axisymmetric characteristics line theory is used for the analysis of quasi-static normal penetration of a long-rod. The results show that: (1) The rod mass has obvious affect on the final penetration depth; (2) By comparison with the available test date, it appears that the proposed procedure is effective for penetration analysis. The test results are situated within the analysis results (0<b<1); (3) When the initial impact velocity of a rod is higher than 1500m/s, the material behaviour and penetration process of rods and targets will change significantly.

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References and Bibliography

  • Bishop RF, Hill R and Mott NF (1945) The theory of indentation and hardness tests. The Proc. of the Phys. Soc. 57(3): 147–159.

    Article  Google Scholar 

  • Chen WF (1975) Limit Analysis and Soil Plasticity. Elsevier, Amsterdam, New York.

    MATH  Google Scholar 

  • Chen Z, Deng M and Chen EP (2001) Rate-dependent transition from the tensile damage to discrete fracture in dynamic brittle failure. Theoretical and Applied Fracture Mechanics. 35(3): 229–235.

    Article  Google Scholar 

  • Collins IF, Dewhurst P (1975) A slip line field analysis of asymmetrical hot rolling. International Journal of Mechanical Science, (17): 643

    Google Scholar 

  • Forrestal, M. J., Tzou, D. Y., 1997. A spherical cavity-expansion penetration model for concrete targets. Int. J. Solids Structures 34, 4127–4146.

    Google Scholar 

  • Heuze FE (1990). An overview of projectile penetration into geological materials, with emphasis on rock. Int. J. Rock Mech. Min. Sci. and Geomech. Abstr. 27(1), 1–14.

    Article  Google Scholar 

  • Hill R (1950). The mathematical theory of plasticity. Clarendon Press, London.

    MATH  Google Scholar 

  • Hopkins HG (1960). Dynamic expansion of spherical cavities in metal. In: Progress in Solid Mechanics, Vol. 1, Chapter III, ed. I. N. Sneddon and R. Hill. North-Holland Publishing Company, Amsterdam, New York.

    Google Scholar 

  • Ishlinsky AYu (1944) Axisymmetrical plasticity problem and Brinell test. Appl. Math. Mech. 8 (in Russian).

    Google Scholar 

  • Johnson W, Sowerby R, Venter RD (1982) Plane strain slip line fields for metal deformation Processes-A source book and Bibliography. Oxford: Pergamon Press.

    MATH  Google Scholar 

  • Kachanov LM (1975) Foundations of the Theory of Plasticity. North-Holland, London.

    Google Scholar 

  • Kachanov LM (1986) Introduction to continuum damage mechanics. Martinus Nijhoff Publishers, Dordrecht, The Netherlands.

    MATH  Google Scholar 

  • Krajcinovic D (1996). Damage Mechanics. Elsevier, Amsterdam.

    Google Scholar 

  • Liu L, Katsabanis PD (1997). Development of a continuum damage model for blasting analysis. Int. Journal of Rock Mech. Min. Sci. 34, 217–231.

    Article  Google Scholar 

  • Lorrain M and Loland KE (1983) Damage theory applied to concrete. Fracture Mechanics of Concrete, Edited by Writtmann.

    Google Scholar 

  • Luk VK and Forrestal MJ (1987) Penetration into semi-infinite reinforced-concrete targets with spherical and ogival nose projectiles. Int. J. Impact Eng. 6(4): 291–301.

    Article  Google Scholar 

  • Levin E (1953) Indentation pressure of a smooth circular punch. Quarterly. Appl. Math., (13), 133.

    Google Scholar 

  • Mastilovic S and Krajcinovic D (1999). High-velocity expansion of a cavity within a brittle material. Journal of the Mechanics and Physics of Solids 47, 577–610.

    Article  MATH  Google Scholar 

  • Rosenberg Z, Dekal E, Hohler V, et al. (1997). Hypervelocity penetration of tungsten alloy rods into ceramic tiles: experiments and 2-D simulations. Int. J. of Impact Engineering 20, 675–683.

    Article  Google Scholar 

  • Shield RT (1955) The Plastic Indentation of a Layer by a Flat Punch. Quarterly. Appl. Math., (13), 27.

    Google Scholar 

  • Simmons J, Hauser F, Dorn JE (1962) Mathematical Theories of Plastic Deformations under Impulsive Loading. Cambridge University Press, London, England.

    Google Scholar 

  • Sokolovsky VV (1960) Statics of Cohesionless Medium. Publ. Books on Phys. Math. Moscow (in Russian).

    Google Scholar 

  • Suh, NP., Lee RS., Rogers CR (1968).. The Yielding of Truncated Solid Cones under Quasi-Static and Dynamic Loading, J. Mech. Phys. Solids 16, 357.

    Article  Google Scholar 

  • Szczepinski W (1979).. Introduction to the Mechanics of Plastic Forming of Metals. Sijthoff and Noordhoff, Netherlands.

    MATH  Google Scholar 

  • Whittaker KT, Singh RH and Sun D (1992). Rock fracture mechanics principles, design and applications. Elsevier, Amsterdam.

    Google Scholar 

  • Wijk AG (1999). High-velocity projectile penetration into thick armor targets. Int. J. Impact Eng. 22, 45–54.

    Article  Google Scholar 

  • Xu Y, Keer LM, Luk VK (1997) Elastic-cracked model for penetration into unreinforced concrete targets with ogival nose projectiles. Int. J. Solids Structures 34(12), 1479–1491.

    Article  MATH  Google Scholar 

  • Yu MH, He LN, Song LY (1985) Twin shear stress theory and its generalization, Scientia Sinica (Science in China), English Edition, Series A, 28(11): 1113–1120.

    Google Scholar 

  • Yu MH, He LN (1991) A new Model and Theory on Yield and Failure of Materials Under Complex Stress State, Mechanical Behaviors of Materials~6, Pergamon Press, Vol. 3: 841–846.

    Google Scholar 

  • Yu MH (1992) New System of Strength Theory. Xi’an Jiaotong Universitry Press, Xi’an (in Chinese).

    Google Scholar 

  • Yu MH (1994) Unified strength theory for geomaterials and its applications. Chinese J. Geot. Eng. 16(2): 1–10, (in Chinese, English Abstract).

    MATH  Google Scholar 

  • Yu MH, Yang SY, et al (1997). Unified Plane-strain slip Line field theory system. Chinese J. Civil Engineering, 30(2): 14~26 (in Chinese, English Abstract)

    Google Scholar 

  • Yu MH (1998) Twin Shear Theory and its Application. Science Press, Beijing 892 pp. (in Chinese).

    Google Scholar 

  • Yu MH, Li JC and Zhang YQ (2001) Unified characteristics line theory of spatial axisymmetric plastic problem. Science in China (Series E), English edn. 44(2), 207–215; Chinese edn. 44(4), 323–331.

    Article  Google Scholar 

  • Yu MH (2002a) Concrete Strength Theory and Its Applications. Higher Education Press, Beijing (in Chinese).

    Google Scholar 

  • Yu MH (2002b) Advances of strength theories of materials under complex stress state in the 20th Century. Applied Mechanics Reviews, 55(3): 169–258.

    Article  Google Scholar 

  • Zhao DW, Xu JZ, Yang H., et al (1998) Application of Twin Shear Stress Yield criterion in axisymmetric Indentation of a Semi-Infinite Medium. In: Strength Theory Science Press, New York, Beijing, 1079–1084.

    Google Scholar 

  • Zukas JA, Nicholas T, Swift HF, et al. (1982). Impact Dynamics. Wiley, New York.

    Google Scholar 

  • Березанлев ВГ (1952) О сесимметричная З адача Теории Пр ед ельного Равно вес ия Сыпучей Ср еды. Москва: Гос. И зд. Те х. Тео. Литера туры (in Russia)

    Google Scholar 

  • Соколовский ВВ (1942) Статика Сыпучей Среды. изд. АН ССС Р, Москва (in Russia)

    Google Scholar 

  • Соколовский ВВ (1960) Статика Сыпуей с реды (Third ed.).Гос. Изд. Ф и з-Мат. Литератур ы. Москва (in Russia)

    Google Scholar 

Download references

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© 2006 Springer-Verlag Berlin Heidelberg

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(2006). Unified Characteristics Line Theory for Spatial Axisymmetric Problem. In: Generalized Plasticity. Springer, Berlin, Heidelberg. https://doi.org/10.1007/3-540-30433-9_12

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  • DOI: https://doi.org/10.1007/3-540-30433-9_12

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-540-25127-9

  • Online ISBN: 978-3-540-30433-3

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