Easy-to-Compute Tensors With Symmetric Inverse Approximating Hencky Finite Strain and Its Rate

Author:

Bazˇant Zdeneˇk P.1

Affiliation:

1. Northwestern University, Evanston, IL 60208

Abstract

It is shown that there exist approximations of the Hencky (logarithmic) finite strain tensor of various degrees of accuracy, having the following characteristics: (1) The tensors are close enough to the Hencky strain tensor for most practical purposes and coincide with it up to the quadratic term of the Taylor series expansion; (2) are easy to compute (the spectral representation being unnecessary); and (3) exhibit tension-compression symmetry (i.e., the strain tensor of the inverse transformation is minus the original strain tensor). Furthermore, an additive decomposition of the proposed strain tensor into volumetric and deviatoric (isochoric) parts is given. The deviatoric part depends on the volume change, but this dependence is negligible for materials that are incapable of large volume changes. A general relationship between the rate of the approximate Hencky strain tensor and the deformation rate tensor can be easily established.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science

Reference29 articles.

1. Bazˇant, Z .P., 1995, “Approximations of Logarithmic Strain Tensor,” Progress Report (submitted to Dr. M. D. Adley, Waterways Experiment Station, Vicksburg, MI), Northwestern University, Evanston, IL (Dec. 28).

2. Bazˇant Z. P. , 1996, “Finite-Strain Generalization of Small-Strain Constitutive Relations for any Finite Strain Tensor and Additive Volumetric-Deviatoric Split,” Int. J. of Solids and Structures, Vol. 33 (20-22), pp. 2887–2897.

3. Bazˇant, Z. P., 1997. “Recent advances in brittle-plastic compression failure: damage localization, scaling and finite strain,”Computational Plasticity: Fundamentals and Applications, Proc., 5th Int. Conf., COMPLAS-5, held in Barcelona, D. R. J. Owen, E. Onate and E. Hinton, eds., Int. Center for Num. Meth. in Engrg., Barcelona, pp.3–19.

4. Bazant Z. P. , BishopF. C., and ChangT.-P., 1986, “Confined Compression Tests of Cement Paste and Concrete up to 300 ksi.” J. of the Am. Concrete Inst., 83, 553–560.

5. Bazˇant, Z.P., and Cedolin, L., 1991, Stability of Structures: Elastic, Inelastic, Fracture and Damage Theories, Oxford University Press, New York.

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