Abstract
The software ABAQUS, which is developed and supported by HKS Inc. is currently one of the most powerful nonlinear finite element codes. The ABAQUS Unified FEA product suite offers powerful and complete solutions for both routine and sophisticated engineering problems covering a vast spectrum of industrial applications, which specialize in geometry and material nonlinear problems. Best-in-class companies are taking advantage of ABAQUS Unified FEA to consolidate their processes and tools, reduce costs and inefficiencies, and gain a competitive advantage. ABAQUS includes many different kinds of material models such as the Drucker-Prager criterion, Mohr-Coulomb criterion and Cambridge constitutive models for use in geotechnical problems (Hibbitte et al., 2002; Zhuang, 1988).
This chapter was contributed by Prof. Wawng JQ, North China Electric Power University, Beijing, China and Prof. Lu Feng, Institute of Water Resources and Hydropower Research, Beijing, China.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
Hibbitte, Karlsson, Sorenson INC (2002). ABAQUS/Standard User’s Manual.
Hu QZ, Zhou H and Yang XQ (2009) Effect on plastic strain through the non-smoothness management of corner singularity, Chinese J. Geotechnical Engineering, 31(1): 66–71.
Jiang YJ (1988) Nonlinear finite element method. Beijing Institute of technology Press (in Chinese): Beijing.
Owen DRJ and Hinton E (1980) Finite elements in plasticity. Pineridge Press Limited.
Smith IM and Griffiths DV (1998) Programming the Finite Element Method, third edition. John Wiley & Sons, Inc.
Wang JQ and Lu F (2009) Unified strength theory constitutive model embedded software ABAQUS and its application in tunnel engineering. Journal of Yangtze River Scientific Research Institute, 27(2): 68–74 (in Chinese).
Wang XC (2003) Finite element method. Tsinghua University Press: Beijing. (in Chinese).
Wu TH (1976) Soil Mechanics (second edition). Allyn and Bacon: Boston.
Xu YJ and Wang GQ (2004). Development and implementation of Duncan-Chang constitutive model in ABAQUS. Rock and Soil Mechanics, 25(7): 1032–1036.
Yu MH (1961a) General behaviour of isotropic yield function. Res. Report of Xi’an Jiaotong University. Xi’an, China (in Chinese).
Yu MH (1961b) Plastic potential and flow rules associated singular yield criterion. Res. Report of Xi’an Jiaotong University. Xi’an, China (in Chinese).
Yu MH (1983) Twin-shear yield criterion. Int. J. of Mechanical Science, 25(1): 71–74.
Yu MH and He LN (1991) A new model and theory on yield and failure of materials under complex stress state. In: Mechanical Behaviour of Materials-6, Vol. 3. Pergamon Press: Oxford, pp 841–846.
Yu MH (1992) New System of Strength Theory. Xian Jiaotong University Press: Xi’an, China (in Chinese).
Yu MH (1994) Unified strength theory for geomaterials and its application. Chinese Journal of Geotechinal Engineering, (2): 1–10 (in Chinese, English Abstract).
Yu MH (1998). Twin shear theory and application. Science Press: Beijing (in Chinese).
Yu MH (1999). Engineering Strength Theory. Higher Education Press: Beijing (in Chinese).
Yu MH (2004) Unified Strength Theory and its Applications. Springer: Berlin.
Zhang X, Ding XL and Li SC (2005) Secondary Development of Duncan-Chang Model in ABAQUS Software, J. Yangtze River Scientific Research Institute, 22(4): 45–47 (in Chinese).
Zhuang Z, et al. (1988) Instruction of ABAQUS??Standard. Tsinghua University Press: Beijing (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). Implementation of the Unified Strength Theory into ABAQUS and its Application. In: Computational Plasticity. Advanced Topics in Science and Technology in China. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-24590-9_11
Download citation
DOI: https://doi.org/10.1007/978-3-642-24590-9_11
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)