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Mech. 11(1): 9-20 (in Chinese, English abstract). Yu MH, Yang SY, Fan SC, et al (1997) Twin shear unified elasto-plastic constitutive model and its applications. Chin. J. , 21(6): 9-18 (in Chinese, English abstract). Yu MH et al. (2006) Generalized Plasticity. Springer: Berlin. Yu MH, Ma GW and Li JC (2009) Structural Plasticity: Limit, Shakedown and Dynamic Plastic Analyses of Structures. ZJU Press and Springer: Hangzhou and Berlin. Yu MH and Meng XM (1992) Twin shear elasto-plastic model and its application in geotechnical engineering.
A general but simple model that is thereby suitable for more materials may be developed. 5, and b=1 will be applied for plastic analyses of different structures in our monograph. 6 for concrete material is used for static and dynamic analyses by Zhou at Nanyang Technological University, Singapore, and by Zhang et al. at Griffith University, Australia, which will be described in Chapters 13-15 and Chapter 22. A slope problem is shown in Fig. 11. The single-shear theory of Mohr-Coulomb or the three-shear theory of Drucker-Prager do not completely match experimental data for geomaterials.
Elsevier Science Ltd, pp 1457-1462. Fen TG and Du B (2010) Dynamic analysis of the 500kV underground transformer substation for Shanghai World EXPO, to be published. 0. User’s Manual, Itasca Consulting Group, Inc (US). Frieman PA and Pan J (2000) Effects of plastic anisotropic and yield criteria on prediction of forming limit curves. Int. J. Mech. , 42: 29-48. Griffiths DV and Gioda Ged (2000) Advanced Numerical Applications and Plasticity in Geomechanics. Springer: Wien. The Electronic Journal of Geotechnical Engineering, 15A.
Word Problems - Decision Probs, Burnside Prob in Grp Theory by W. Boone, et al.,
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