3.1 Some Established SPC Conversions Models
The current focus in the field of small punch creep testing is gaining an understanding of the relationship between the small punch force and uniaxial creep stress. The key to this relationship is a form of conversion that enables the small punch force to be represented as a equivalent uniaxial stress. The most common technique for the empirical correlation of SPC and uniaxial creep data is through the creep correlation factor,
ksp. The
ksp factor was first introduced in 2006 when the European standard released the “Europe Code of Practice for Small Punch Creep Testing.”[
16] This method uses an equation derived from the Chakrabarty membrane stretching theory whereby the ratio of the small punch force F to the uniaxial stress, σ, is dependent on the disc and testing geometries. The equation has the form
$$ \frac{F}{\sigma } = \psi_{\text{CWA}} = 3.332k_{\text{sp}} R^{ - 0.202} r^{1.192} h_{0}, $$
(1a)
where
R is the die hole radius,
r is the punch head radius,
h0 is the thickness of the specimen, and
ksp a material-specific ductility parameter. It is often referred to as a correlation factor because its value is adjusted so as to fit with the uniaxial date on materials with varying degrees of ductility. After the release of the CEN SPCT code of practice,[
16] the most commonly used test apparatus geometry in Europe use values of
R = 2 mm,
r = 1.25 mm, and
h0 = 0.5 mm and thus Eq. [
1a] reduces to
$$ \frac{F}{\sigma } = 1.8897k_{\text{sp}}. $$
(1b)
In this approach, the equivalent stress associated with a SPC test force is therefore given by
$$ \sigma = 0.5292\frac{F}{{k_{\text{sp}} }}. $$
(1c)
This
ksp approach is quite restrictive in nature, and this can be most easily illustrated by assuming that a power (or Norton’s) law model describes adequately the relationships between i. minimum uniaxial creep rates
\( \dot{\varepsilon }_{ \hbox{min} } \) and uniaxial stress σ and ii. minimum displacement rates
\( \dot{u}_{ \hbox{min} } \) and the SPC force
F$$ \dot{\varepsilon }_{\hbox{min} } = A\sigma^{n} $$
(2a)
$$ \dot{u}_{\hbox{min} } = B(F)^{m}, $$
(2b)
where
A,
B,
n, and
m are model parameters. Substituting Eq. [
1c] into Eq. [
2a] enables uniaxial creep data to be converted into equivalent SPC data
$$ \dot{u}_{\hbox{min} } = A\left[ {0.5292\frac{F}{{k_{\text{sp}} }}} \right]^{n} = A\left[ {\frac{0.5292}{{k_{\text{sp}} }}} \right]^{n} \left( F \right)^{n}. $$
(2c)
In the
ksp method, no distinction is made between minimum creep rates and minimum displacement rates—they are taken to be equivalent. This enables
\( \dot{\varepsilon }_{ \hbox{min} } \) to be replaced by
\( \dot{u}_{ \hbox{min} } \) on the left-hand side of Eq. [
2c]. A comparison of Eqs. [
2b] and [
2c] then makes clear the fact that the
ksp method requires the restriction that
m =
n and
B =
\( A[0.5292/k_{\text{sp}} ]^{n} \) to hold true.
Further, the
ksp method makes no adjustment for measured minimum creep or displacement rates when converting stresses (forces) to forces (stresses). This however is taken into account in the EFS and MCH models. In the ESP model
$$ \frac{F}{\sigma } = \psi_{\text{EFS}} = \alpha_{0} (u_{\hbox{min} } )^{{\alpha_{1} }} $$
(3a)
where
umin is the displacement (mm) that occurs when the displacement rate,
\( {\dot{\text{u}}} \) is at a minimum. In the MCH model
$$ \frac{F}{\sigma } = \psi_{\text{MCH}} = \alpha_{2} + \alpha_{3} u_{\hbox{min} } $$
(3b)
α0 to
α3 are parameters that need to be estimated based on maximizing the correlation between the small punch and uniaxial data available on a specific material. To the extent that
umin is likely to vary with force and temperature, it is suggested that in these models Ψ is test condition dependent.
3.2 An Modified Approach
As Holmstrom
et al.[
8] concluded, the use of Monkman–Grant type relations[
10,
11] are likely to be needed to improve the universal applicability of methods based on Ψ. In this section, such relations are combined with a Wilshire model for both uniaxial and SPC test data to eliminate the need for the computation of Ψ in the conversion of a uniaxial stress to an SPC force. The Monkman–Grant relation is a commonly used predictive model which typically relates a uniaxial time to failure,
tf,ua, to the minimum creep rate,
\( \dot{\varepsilon }_{m} \), with a relationship of the form:
$$ t_{\text{f,ua}} = a_{1} (\dot{\varepsilon }_{\hbox{min} } )^{{b_{1} }}, $$
(4a)
where
a1 and
b1 are material constants typically estimated through linear regression. They are thought to be material specific, and therefore independent of test conditions. For many materials, especially low chrome steel alloys,
b1 tend to be around 1 in value. Research on high-temperature alloys, such as 1Cr-1Mo steel, and 2.25Cr-1Mo steel conducted by Song,[
17] found the values of a
1 and b
1 to be 0.0528 and 1.016, respectively. While work by Evans[
18] on 1CrMoV steel produced values of 4.775 and 0.967, respectively.
This relation was initially identified from uniaxial creep data, but work done by Dobes and Milicka[
11] applied this same relation to the time to failure from an SPC test,
tf,spc, and the minimum displacement rate,
\( \dot{u}_{ \hbox{min} } \)$$ t_{\text{f,spc}} = a_{0} (\dot{u}_{\hbox{min} } )^{{b_{0} }} $$
(4b)
These authors concluded that this relationship was just as pronounced as that found for uniaxial data. It is thus possible to adjust the minimum displacement rates at each SPC test failure time to bring them into line with minimum creep rates,
i.e., calculate equivalent minimum creep rates. This is done by setting
tf,spc =
tf,ua in Eqs. [
4a] and [
4b]. For many materials
b0 =
b1 = 1 in which case the equivalent minimum creep rate is given by
$$ {\text{ln[}}\dot{\varepsilon }_{\hbox{min} } ] = \ln \left[ {a_{0} } \right] - \ln \left[ {a_{1} } \right] + { \ln }[\dot{u}_{ \hbox{min} } ], $$
(5a)
where ln stands for the natural log. For other materials b
0 = b
1 ≠ 1 in which case
$$ {\text{ln[}}\dot{\varepsilon }_{\hbox{min} } ]= \frac{{\ln \left[ {a_{0} } \right] - \ln \left[ {a_{1} } \right]}}{{b_{1} }} + { \ln }[\dot{u}_{ \hbox{min} } ]. $$
(5b)
But more generally
b0 ≠
b1 in which case (obtained by equating Eqs. [
4a] and [
4b]
$$ {\text{ln[}}\dot{\varepsilon }_{\hbox{min} } ]= \frac{{\ln \left[ {a_{0} } \right] - \ln \left[ {a_{1} } \right]}}{{b_{1} }} + \frac{{b_{0} }}{{b_{1} }}{ \ln }[\dot{u}_{ \hbox{min} } ]. $$
(5c)
Minimum rates being tied together in this way further imply that force and stress are also tied together. Exactly how they are tied together depends on the way in which stress varies with the minimum creep rate and the way in which the minimum displacement rate varies with force. The Wilshire equations[
12] are a fairly new approach to model uniaxial creep data that have not only proved to provide very reliable interpolated stresses for a wide variety of high-temperature materials, but also produce very good extrapolations out to very low stresses (and high failure times). Its use in modeling SPC data is not so wide spread. The Wilshire equation for the uniaxial minimum creep rate is a sigmoidal S-shaped curve at a fixed temperature
$$ \frac{\sigma }{{\sigma_{\text{TS}} }} = \exp \left\{ { - k_{2j} \left[ {\dot{\varepsilon }_{\hbox{min} } \exp \left( {\frac{{Q^{*} }}{RT}} \right)} \right]^{{v_{j} }} } \right\} $$
(6)
j = 1 when
\( \sigma /\sigma_{\text{TS}} \le \sigma_{1}^{c} \);
j = 2 when
\( \sigma_{1}^{c} < \sigma /\sigma_{\text{TS}} \le \sigma_{2}^{c} \); …;
j =
p when
\( \sigma /\sigma_{\text{TS}} > \sigma_{p}^{c} \)$$ \sigma_{1}^{c} < \sigma_{2}^{c} < \cdots < \sigma_{p}^{c}, $$
where
T is the absolute temperature,
σTS the tensile strength, R the universal gas constant.
Q* is the activation energy for
\( \dot{\varepsilon }_{ \hbox{min} } \), while
k2j and
vj are further parameters that apply in each of the
p normalized stress ranges.
\( \sigma_{j}^{c} \) are critical values for the normalized stress and so fall between 0 and 1. In this approach, there are p creep regimes that occur in distinct ranges for the normalized stress and the p versions of Eq. [
6] then apply to each regime. Typically, p varies between 0 and 4 depending on the material being studied. Fortunately, it is relatively straightforward to linearize this model, so that linear least squares can be used to indirectly estimate the unknown parameters (
k2j,
vj,
Q*) from the uniaxial date
$$ \ln (\dot{\varepsilon }_{\hbox{min} } ) = c_{0j} + c_{1j} \sigma^{*} + c_{2} \frac{1000}{RT}, $$
(7a)
where
σ* = ln[− ln(
σ/
σTS)] and
c0j to
c2 are related to the parameters (
k2j,
vj,
Q*) in each of the
p normalized stress ranges (for example
c1j = 1/
vj and
c2 =
Q* in kJ mol
−1). The Wilshire equations use in modeling SPC data is not so prolific, but its equivalent takes the form
$$ \ln \left( {\dot{u}_{\hbox{min} } } \right) = d_{0j} + d_{1j} F^{*} + d_{2} \frac{1000}{RT}, $$
(7b)
where
F* = ln[− ln(
F/
Fmax)].
Fmax is the maximum force at failure obtained in a SP test where the force is controlled to maintain a constant displacement rate until failure.
The Wilshire equations for times to failure recorded from uniaxial and SPC tests, respectively, have the same form as above
$$ \ln \left( {t_{\text{f,ua}} } \right) = e_{0j} + e_{1j} \sigma^{*} + e_{2} \frac{1000}{RT} $$
(8a)
$$ \ln \left( {t_{\text{f,spc}} } \right) = g_{0j} + g_{1j} F^{*} + g_{2} \frac{1000}{RT}. $$
(8b)
Two conversion approaches now present themselves. The first involves converting a minimum displacement rate measured at a particular force and temperature, into an equivalent minimum creep rate using the most appropriate version of Eq. [5]. The resulting equivalent minimum creep rate is then inserted into Eq. [
7a] and Eq. [
7b] into the resulting equation. The result, together with a value for
T, can be used to find the force equivalent to the stress used in the uniaxial creep test (
F* is easily converted too
F using the known maximum force for that temperature). When using Eq. [
5c], this gives the conversion equation
$$ F^{*} = \left\{ {\frac{{b_{1} c_{0j} }}{{b_{0} d_{1j} }} - \frac{{\ln \left[ {a_{0} } \right] - \ln \left[ {a_{1} } \right]}}{{b_{0} d_{1j} }} - \frac{{d_{0j} }}{{d_{1j} }}} \right\} + \frac{{b_{1} c_{1j} }}{{b_{0} d_{1j} }}\sigma^{*} + \left\{ {\frac{{b_{1} c_{2} }}{{b_{0} d_{1j} }} - \frac{{d_{2} }}{{d_{1j} }}} \right\}\frac{1000}{RT} $$
(9a)
which can also be re-arranged to find the uniaxial stress equivalent to a particular SPC force. The second involves fewer steps. It simply involves setting Eqs. [
8a] and [
8b] equal to each other to obtain the conversion equation. For the conversion of uniaxial stress to SPC force this conversion equation takes the form
$$ F^{*} = \frac{{(e_{0j} - g_{0j} )}}{{g_{1j} }} + \frac{{e_{1j} }}{{g_{1j} }}\sigma^{*} + \frac{{(e_{2} - g_{2} )}}{{g_{1j} }}\frac{1000}{RT} $$
(9b)
which can be re-arranged to find the uniaxial stress equivalent to a particular SPC force.
Equations [
9a] and [
9b] do not require the use of Ψ, but to work, the parameters
a,
b,
c,
d,
e, and
g must be estimated from the date collected on uniaxial and SPC tests. This is also true for the other models mentioned above—
ksp needs to be estimated from a comparison of uniaxial to SPC data as its value is materials specific, and in the ESP method data on displacement (and possibly creep rates) are needed.