Title of article
Universal scaling functions for continuous stiffness nanoindentation with sharp indenters
Author/Authors
Lugen Wang ، نويسنده , , S.I. Rokhlin، نويسنده ,
Issue Information
روزنامه با شماره پیاپی سال 2005
Pages
26
From page
3807
To page
3832
Abstract
This paper presents numerical and scaling analysis for continuous stiffness measurement (CSM) in nanoindentation
tests. It shows numerically and experimentally that in CSM with sharp indenters the indentation displacement is proportional
to stiffness and load is proportional to stiffness squared. The slopes of the two linear functions have been represented
by two universal scaling functions obtained using self-similarity analysis. The scaled functions depend only on
two governing parameters for materials with power law strain hardening behavior. One is the strain hardening exponent
and the other is the nondimensional parameter ~e
Y ¼ rY tan h=E where E* = E/(1 m2), E is Young s modulus, rY is
yield stress, m is Poisson s ratio and h is the equivalent half angle of the sharp indenter. The large deformation finite
element method (FEM) has been used to simulate CSM nanoindentation and validate the universality of the functions
over scaling parameters. To simulate small displacement oscillations applied on the indenter during CSM nanoindentation
linear perturbation in the FEM computation has been used. Explicit equations for the universal scaling functions
with and without friction have been obtained by fitting numerical results. The scaling functions asymptotically
approach the elastic solution at low plasticity (~e
Y !1) and the full plastic solution at high plasticity (~e
Y ! 0) and
are valid in the elasto-plastic regime. Applicability of the scaling functions for nonpower-law stress–strain relations
has been demonstrated with use of two representative strains.
Keywords
Indentation , Scaling , Elasto-plastic , Finite element
Journal title
International Journal of Solids and Structures
Serial Year
2005
Journal title
International Journal of Solids and Structures
Record number
448285
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