Mechanics Problems and Material Properties

  • Louis J. Thompson
Part of the Marine Science book series (MR, volume 2)

Abstract

Rational design methods can be developed for submarine engineering problems, only if nonconservative mechanics problems can be solved. This requires the development of material constitutive equations for submarine soils that can be combined with the classical field equations to yield a unique solution for a given set of boundary and initial conditions.

Keywords

Permeability Entropy Assure Resis Incompressibility 

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References

  1. Ames, W. F., Nonlinear Partial Differential Equations in Engineering, Academic Press Inc., N. Y., 1965.Google Scholar
  2. Anonymous, Time, p. 80, Feb. 26, 1973.Google Scholar
  3. Drucker, D. C., Concept of path independence and material stability for soils, in Rheology and Soil Mechanics, edited by J. Krautchenko and P. M. Sirieys, pp. 23–43, Springer-Verlag, N. Y., 1966.CrossRefGoogle Scholar
  4. Eringen, A. C., Mechanics of Continua, John Wiley & Sons, Inc., N. Y., 1962.Google Scholar
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Copyright information

© Plenum Press, New York 1974

Authors and Affiliations

  • Louis J. Thompson
    • 1
  1. 1.Texas A&M UniversityUSA

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