Biomedical Engineering Reference
In-Depth Information
(
)
PEh
2
σνα
/
E n
,,,
.
(6-4)
y
is a minor factor in
sharp indentation 1,64 and in spherical indentation 48 ; and thus ν can taken
to be a constant (typically about 0.3). Although a recent study by Chen
et al . 65 showed that the effect of ν is not negligible, by temporarily
neglecting its influence the analysis could become simpler. The
dimensionless function Ψ in Eq. 6-4 , which is the normalized loading
curvature and primarily depends on the material parameter set
Many researchers argue that the Poisson's ratio
ν
(
)
σ
/
En
,
y
for a given α , can then be calculated by using forward analysis. When
the material properties are varied in a large range, a smooth functional
form of Ψ may be obtained by fitting of the numerical forward analyses.
A similar dimensionless function for the unloading curve was also
proposed. 1,64 Finally, in order to obtain the constitutive behavior
(
)
of the bulk specimen from the indentation load-displacement
curve, an effective reverse analysis algorithm must be developed. For
example, Wang et al . 50,51 have developed numerical methods to solve for
(
σ
/
En
,
y
)
σ from several dimensionless functions analogous to Eq. 6-4.
A mathematical trick known as the representative strain may be
employed to take advantage of the self-similarity of the loading Ph
/
En
,
y
curves and reduce the number of apparent unknown variables in Ψ down
to one. The concept of the representative strain was introduced by Atkins
and Tabor, 66 which was later extended by Dao et al ., 4 and generalized by
Ogasawara et al . 5,7 For a given indenter angle α
, a representative strain
σ (which depends on n )
can be identified such that the new dimensionless loading function
and the corresponding representative stress
ε
R
R
C
E
(6-5)
σ
σ
R
R
depends essentially only on
. There are various formulations of the
E
/
σ
R
). Ogasawara et al . 5 proposed that
the representative strain is related with the plastic strain of equi-biaxial
deformation, and on the uniaxial stress-strain curve, the corresponding
representative stress is ( Fig. 6-2 ) :
representative strain-stress pair (
ε
,
σ
R
R
n
σ
.
(6-6)
σ
=
R
2
R
+
2
ε
R
R
 
 
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