PSI - Issue 33

Ashley Amanda Freeman et al. / Procedia Structural Integrity 33 (2021) 265–278 Author name / Structural Integrity Procedia 00 (2019) 000–000

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Acknowledgements This project was supported by the Sustainable Management of Heritage Buildings in a Long-term perspective (SyMBoL) Project (Project No. 274749). Appendix A. Descriptive statistics for box plots of measured h max , H, and E r .

1st Quartile (Q1)

3rd Quartile (Q3)

Interquarti le Range (Q3 - Q1)

Standard Deviation Minimum

N total

Mean

Median

Maximum

Maximum displacement, max h (nm) 3 µm 24 1142.21

86.71

1058.93 1069.27 1104.49 1220.15 1312.53

150.88 168.38 178.66 107.30 149.73

6 µm 9 µm

60 60 60 59 50

1090.71 1075.39 1097.37 1083.41 1173.80

108.71 939.88 1000.30 1069.44 1168.68 1291.61 123.70 937.33 965.76 1045.31 1144.42 1309.46 114.32 959.33 1018.98 1064.01 1126.28 1250.50 133.02 921.16 973.34 1060.95 1123.07 1343.28 126.38 1039.64 1089.72 1133.86 1184.52 1209.14

14 µm 35 µm 100 µm

94.79

Reduced modulus, r E (GPa) 3 µm 24

6.87 6.91 6.83 6.51 6.66 5.85 0.43 0.51 0.55 0.52 0.55 0.46

1.43 1.04 1.16 1.13 1.13 1.70 0.05 0.12 0.15 0.13 0.16 0.09

4.55 4.71 4.89 5.94 4.66 3.34 0.34 0.33 0.33 0.33 0.31 0.29

5.44 5.94 6.36 6.23 6.20 4.62 0.39 0.42 0.43 0.44 0.44 0.40

7.33 7.18 7.02 6.56 6.77 4.99 0.45 0.47 0.49 0.47 0.48 0.47

8.12 7.78 7.38 6.85 7.24 7.69 0.47 0.61 0.70 0.64 0.71 0.53

8.44 8.53 8.56 7.74 8.44 8.40 0.48 0.71 0.76 0.75 0.84 0.58

2.67 1.84 1.02 0.62 1.04 3.07 0.08 0.18 0.27 0.20 0.27 0.13

6 µm 9 µm

60 60 60 59 50

14 µm 35 µm 100 µm

Hardness values, H (GPa) 3 µm 24

6 µm 9 µm

60 60 60 59 50

14 µm 35 µm 100 µm