| [1] Jeremic B, Runesson K. Sture S. Finite deformation analysis of geomaterials [J]. Internat J Numer Anal Methods Geomech, 2001, 25(4):809-840.
[2] Ottosen N S. A failure criterion for concrete[J]. J Engineering Mechanics Division, 1979, 105(1):127-141.
[3] CHEN Shu-yu. Nonlinear elasto-viscoplastic model for concrete subject to impact loading[A]. In:CHIEN Wei-zang Ed. the Fourth Internat Conf Nonlinear Mechanics[C]. Shanghai:Shanghai University Press, 2002, 197-199.
[4] Imran I, Pantazopoulou S J. Plasticity model for concrete under triaxial compression [J]. J Eng Mech, 2001, 127(2):281-290.
[5] Lade P V. Effects of voids and volume changes on the behaviour of frictional materials[J]. Internat J Numer Anal Methods Geomech, 1988, 12(3):351-370.
[6] CHEN Shu-yu. A concrete damage model and numerical methods [J]. Explosion and Shock Waves, 1998, 18(4):349-357. (in Chinese).
[7] Healy B E, Dodds R H. A large strain plasticity model for implicit finite element analyses[J]. Comput Mech, 1992, 10(1):95-112.
[8] Green A E, Naghdi P M. A general theory of an elastic-plastic continuum[J]. Arch Rational Mech Anal, 1965, 18(3):251-257.
[9] Arora J S, Dutta A. Explicit and implicit methods for design sensitivity analysis of nonlinear structures under dynamic loads[J]. Appl Mech Review, 1997, 50(1):11-19. |
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