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On analytical description of stress-strain relationship for rocks and soils (1996)

Muravskii, G. B.

Chichester : Wiley-Blackwell

Communications in Numerical Methods in Engineering 12 (1996), S. 827-834

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ISSN: 1069-8299

Keywords: stress-strain relationship ; monotonic loading ; failure stress ; failure strain ; initial modulus ; Engineering ; Engineering General

Source: Wiley InterScience Backfile Collection 1832-2000

Topics: Mathematics , Technology

Notes: A function containing four parameters allowing close approximation of experimental stress-strain relationships is presented. The parameters are easily determined from corresponding conditions at the ends and inside of the total interval of the strain variation from zero stain up to failure stain. The family of curves obtained covers an area on the stress-strain plane where any acceptable stress-strain curve can pass. The softening behaviour of soils can also be taken into consideration.

Additional Material: 3 Ill.

Type of Medium: Electronic Resource

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