By Prof. Mao-Hong Yu, Researcher Jian-Chun Li (auth.)
ISBN-10: 3642245897
ISBN-13: 9783642245893
ISBN-10: 3642245900
ISBN-13: 9783642245909
“Computational Plasticity with Emphasis at the program of the Unified energy idea” explores a brand new and significant department of computational mechanics and is the 3rd e-book in a plasticity sequence released by means of Springer. the opposite are: Generalized Plasticity, Springer: Berlin, 2006; and Structural Plasticity, Springer and Zhejiang collage Press: Hangzhou, 2009.
This monograph describes the unified energy conception and linked stream rule, the implementation of those simple theories in computational courses, and exhibits how a sequence of effects will be got by utilizing them. The unified energy concept has been carried out in numerous certain nonlinear finite-element courses and advertisement Finite point Codes via person clients and companies. Many new and fascinating findings for beams, plates, underground caves, excavations, strip foundations, round foundations, slop, underground buildings of hydraulic strength stations, pumped-storage strength stations, underground mining, high-velocity penetration of concrete constructions, historic constructions, and rocket parts, in addition to proper computational effects, are presented.
This publication is meant for graduate scholars, researchers and engineers operating in strong mechanics, engineering and fabrics technology. The theories and strategies supplied during this booklet is also used for different desktop codes and various buildings. extra effects may be received, which placed the capability energy of the cloth to raised use, therefore delivering material-saving and energy-saving solutions.
Mao-Hong Yu is a professor on the division of Civil Engineering at Xi'an Jiaotong collage, Xi'an, China.
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Extra info for Computational Plasticity: With Emphasis on the Application of the Unified Strength Theory
Example text
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.
Computational Plasticity: With Emphasis on the Application of the Unified Strength Theory by Prof. Mao-Hong Yu, Researcher Jian-Chun Li (auth.)
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