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Table 2 Mean values of the storage E′ and loss E″ moduli measured by dynamic mechanical analysis on samples B1 (no glass) B2 (coarse glass added), and B4 (ground together)

From: The use of ground glass in red glazes: structural 3D imaging and mechanical behaviour using optical coherence tomography and nanoindentation

Moduli (MPa)

No glass (reference)

Coarse particles

Glass particles extra ground

F (Hz)

E′

E″

E′

E″

E′

E″

1.00

5.75

0.74

11.12

1.84

23.37

14.52

1.78

6.00

0.99

11.90

2.94

28.00

19.84

3.16

6.45

1.36

12.62

3.59

32.81

26.59

5.62

6.64

1.87

13.61

4.78

39.02

37.83

10.00

6.89

2.67

14.34

6.51

43.10

51.10

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