›› 2000, Vol. 21 ›› Issue (1): 16-19.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Three-moduli incremental non-linear models and generalization

Yin Jian-hua   

  1. Department of Civil &Structural Engineering, The Hong Kong Polytechnic University, Hong Kong, China
  • Received:1999-02-24 Online:2000-03-20 Published:2016-11-21

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Abstract: This paper introduces two three-moduli incremental non-linear stress-strain relationships under triaxial stress condition . The relationship using K , G, J is useful for finite element implementation. Based on hypoelasticity , this relationshiop is generalized into a three-dimensional stressstrain relationship. Both tensor form and matrix form are given . The physical meaning of the typical items in the matrix form is explaned .

Key words: constitutive model, stress, strain, modulus, soil mechanics

CLC Number: 

  • TU 43
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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