Random Field Modeling of Elastic Properties Using Homogenization

Author:

Huyse Luc123,Maes Marc A.123

Affiliation:

1. Members, ASCE

2. Staff Sci., ICASE, NASA Langley Res. Ctr., Hampton, VA 23681-2199. E-mail: 1.huyse@larc.nasa.gov

3. Prof., Dept. of Civ. Engrg., Univ. of Calgary, Calgary, AB, Canada T2N 1N4. E-mail: mamaes@ucalgary.ca

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference37 articles.

1. Random Particle Model for Fracture of Aggregate or Fiber Composites

2. “Progressive failure in a model heterogeneous medium.”;Burt N.;J. Engrg. Mech. Div.,1977

3. Cundall P. A. and Hart R. G. ( 1992). “Numerical modelling of discontinua.” Engrg. Computations Swansea Wales 9 101–113.

4. Cundall P. A. and Strack O. D. L. ( 1979). “A discrete numerical model for granular assemblies.” Géotechnique London 29 47–65.

5. Deodatis G. and Graham L. L. ( 1998). “Variability response functions for structures with multiple uncertain material and/or geometric properties.” Structural safety and reliability N. Shiraishi M. Shinozuka and Y. K. Wen eds. ICOSSAR '97 Balkema Rotterdam The Netherlands 883–890.

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