Skip to main content
Log in

Measurement of Residual Stresses

Determination of Measurement Uncertainty of the Hole-Drilling Method used in Aluminium Alloys

  • Brief Technical Note
  • Published:
Experimental Techniques Aims and scope Submit manuscript

Abstract

The hole-drilling method is the preferred method to determine residual stresses in components made of coarse-grained aluminium alloys. In the literature there are very few data available on the uncertainty of measurement for the hole-drilling method. Especially about uncertainty of the mentioned case you cannot find any data. In order to be able to assess the measured values with regard to their significance, it is essential to know the uncertainty; especially if you want to use those readings for calculations. By using the hole-drilling method you normally have only one measurement result for the principal strains respectively for the principal stresses as well as for the direction of the principal stresses. With the help of a special strain gage rosette with eight single grids and several measured objects there are 240 results for the residual stress in every hole-drilling depth. By means of an analysis of variance the values were broken down into the following distribution parts: two distributions due to the variance of the measured objects and to the variance of the measurement points and one distribution which is a result for the measurement uncertainty. This uncertainty depends on the depth of the drilled hole. At the surface it is about 20 % to 30 % and from a depth of about 0.4 mm it is nearly constant at about 13 %.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10

References

  1. Vishay Group (2010) Tech Note TN-503-6

  2. Oettel R (2000) The determination of uncertainties in residual stress measurement, Code of practice no 15, Standards measurement & testing project no SMT4-CT97-2165

  3. Nau A, Scholtes B (2012) Experimental and numerical strategies to consider hole eccentricity for residual stress measurement with the hole drilling method. Materials Testing 54

  4. ASTM (2013) E837-13a, Standard test method for determining residual stresses by the hole-drilling strain-gage method, chapter 8.5

  5. SINT Technology (2015) RESTAN Manual, System for measuring residual stress by the hole-drilling method, Calenzano

  6. Ahrens H (1967) Varianzanalyse, Berlin

  7. Grant PV, Lord JD, Whitehead PS Measurement good practice guide no. 53, Issue 2

  8. Häfele P, et al. (2003) Festigkeitshypothesen, Berlin, Heidelberg

  9. Kühlmeyer M (2001) Statistische Auswertemethoden für Ingenieure, Berlin

  10. Scafidi M, Valentini E, Zuccarello B (2011) Error and uncertainty analysis of the residual stresses computed by using the hole-drilling method. Strain 47:301–312

Download references

Acknowledgments

This work was supported by HBM Company, Darmstadt, Germany. We appreciate their kind support.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to R. Richter.

Appendix: Performing of an Analysis of Variance

Appendix: Performing of an Analysis of Variance

y i j ν are single measurment values of strains for each cylinder head (i=1..5) and for each measurement point (j=1..3). To estimate an uncertainty you have to perform the following steps. The result you get, is one point on the “V”-curve in Fig. 6. To get the whole curve, you have to do the same calculation for every depth and every single grid.

Table 1 Measurement values and calculated sums for hole depth 0 and one single grid

Calculation of Sums

$$\begin{array}{@{}rcl@{}} Y_{ij.} & = & \sum\limits_{v=1}^{n} y_{ij\nu} = \sum\limits_{v=1}^{5} y_{ij\nu} \end{array} $$
(4)
$$\begin{array}{@{}rcl@{}} & = & -0.024 + 0.203 +0.199 + 0.213 + 0.188 = 0.778 \\ Yi.. & = & \sum\limits_{j=1}^{s} Yij. = \sum\limits_{j=1}^{3} Yij. \end{array} $$
(5)
$$\begin{array}{@{}rcl@{}} & = & 0.778 -1.291 +1.599 = 1.086 \\ Y... & = & \sum\limits_{i=1}^{r} Yi.. = \sum\limits_{i=1}^{5} Yi..\\ & = & 1.086 + 1.959 + 2.083 - 0.370 + 0.770 = 5.529 \end{array} $$
(6)

Sums of Squares

$$\begin{array}{@{}rcl@{}} N & = & r \cdot s \cdot n = 5 \cdot 3 \cdot 5 = 75 \end{array} $$
(7)

Between cylinder heads:

$$\begin{array}{@{}rcl@{}} SQ_{A} & = & \sum\limits_{i=1}^{r} \frac{Yi..^{2}}{s \cdot n} - \frac{Y...^{2}}{N} \\ &=& \frac{1.180 + 3.839 + 4.339 + 0.137 + 0.594}{3 \cdot 5} \\ &&- \frac{5.529^{2}}{3 \cdot 5 \cdot 5}\\ & = & \frac{10.089}{15} - \frac{30.569}{75} = 0.6726 - 0.4075 = 0.265 \end{array} $$
(8)

Between measurement points:

$$\begin{array}{@{}rcl@{}} SQ_{B} & = & \sum\limits_{i=1}^{r} \sum\limits_{j=1}^{s} \frac{Yij.^{2}}{n} - \sum\limits_{i=1}^{r} \frac{Yi..^{2}}{s \cdot n} = \frac{65.525}{5} - \frac{10.088}{15} \\ &=& 12.433 \end{array} $$
(9)

Error sum of squares:

$$\begin{array}{@{}rcl@{}} SQ_{R} & = & \sum\limits_{i=1}^{r} \sum\limits_{j=1}^{s} \sum\limits_{v=1}^{n} y_{ijv}^{2} - \sum\limits_{i=1}^{r} \sum\limits_{j=1}^{s} \frac{Yij.^{2}}{n}\\ & = & 13.920 - \frac{65.525}{5} = 0.815 \end{array} $$
(10)

Total sum of squares:

$$\begin{array}{@{}rcl@{}} SQ_{Tot} & = & SQ_{A} + SQ_{B} + SQ_{R} \end{array} $$
(11)

Degrees of Freedom

$$\begin{array}{@{}rcl@{}} f_{A} & = & r - 1 = 5 - 1 = 4 \end{array} $$
(12)
$$\begin{array}{@{}rcl@{}} f_{B} & = & r (s - 1) = 5(3 - 1) = 5 \cdot 2 = 10 \end{array} $$
(13)
$$\begin{array}{@{}rcl@{}} f_{R} & = & N - r \cdot s = 75 - 15 = 60 \end{array} $$
(14)

Mean Sums of Squares

$$\begin{array}{@{}rcl@{}} MQ_{A} & = & \frac{SQ_{A}}{f_{A}} = \frac{0.265}{4} = 0.06625 \end{array} $$
(15)
$$\begin{array}{@{}rcl@{}} MQ_{B} & = & \frac{SQ_{B}}{f_{B}} = \frac{12.433}{10} = 1.243 \end{array} $$
(16)
$$\begin{array}{@{}rcl@{}} MQ_{R} & = & \frac{SQ_{R}}{f_{R}} = \frac{0.815}{60} = 0.014 \end{array} $$
(17)

Variance Estimate

The coefficient of variance V is defined by the following equation and describes the measurement uncertainty.

$$\begin{array}{@{}rcl@{}} MQ_{A} & = & s \cdot n \cdot \hat{\sigma}_{a}^{2} + n \cdot \hat{\sigma}_{b}^{2} + \hat{\sigma}_{e}^{2} \end{array} $$
(18)
$$\begin{array}{@{}rcl@{}} MQ_{B} & = & n \cdot \hat{\sigma}_{b}^{2} + \hat{\sigma}_{e}^{2} \end{array} $$
(19)
$$\begin{array}{@{}rcl@{}} MQ_{R} & = & \hat{\sigma}_{e}^{2} \end{array} $$
(20)
$$\begin{array}{@{}rcl@{}} \hat{\sigma}_{a}^{2} & = & \frac{1}{s \cdot n} \left( MQ_{A} - MQ_{B}\right) \end{array} $$
(21)
$$\begin{array}{@{}rcl@{}} \hat{\sigma}_{b}^{2} & = & \frac{1}{n} \left( MQ_{B} - MQ_{R}\right) \end{array} $$
(22)
$$\begin{array}{@{}rcl@{}} \hat{\sigma}_{e}^{2} & = & MQ_{R} = 0.014 \end{array} $$
(23)
$$\begin{array}{@{}rcl@{}} V & = & \frac{\hat{\sigma}_{e}}{\overline{X}} \cdot 100~\% \end{array} $$
(24)

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Richter, R., Müller, T. Measurement of Residual Stresses. Exp Tech 41, 79–85 (2017). https://doi.org/10.1007/s40799-016-0129-2

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s40799-016-0129-2

Keywords

Navigation