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Nondestructive testing of defects in adhesive joints

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7. Gell<strong>in</strong>g, I.R. In: proceed<strong>in</strong>gs <strong>of</strong> the Workshop on the Development <strong>of</strong> natural rubber based<br />

truck tyre retread<strong>in</strong>g compounds,Cane, M.E., Rashid, S.Z.M., Eds., Malaysian Rubber<br />

Research and Development Board, Kuala Lumpur, Malaysia, 1992, p. 49.<br />

8. Gent A.N., Pulford C .T.R. J.Appl. Polym. Sci.:2003:28(3):943-960.<br />

9. Bhowmick A.K., Sanjay Basu, De S.K. . J Material Sci. 1981:16(6): 1654-1660<br />

Table 1 Formulation <strong>of</strong> NR/ BR mixes<br />

Ingredients parts<br />

Natural Rubber/BR 100/0 80/20 60/40<br />

ZnO 5 5 5<br />

Stearic acid 1 1.25 1.5<br />

Antioxidant TDQ 1<br />

1 1 1<br />

HAF black 40 40 40<br />

Aromatic oil 2 2 2<br />

CBS 2<br />

0.75 0.75 0.75<br />

Sulphur 2.5 2.5 2.5<br />

Table 2. Mechanical properties <strong>of</strong> carbon black filled pure and blend vulcanizates<br />

Parameter<br />

NR NR/BR 60/40 NR/BR 60/40<br />

Sample Control Sample Control Sample Control<br />

Modulus 100%, MPa 2.53 1.66 2.16 1.78 2.71 2.63<br />

Modulus 200%, MPa 5.11 3.11 4.2 3.34 5.38 5.15<br />

Modulus 300%, MPa 8.44 5.05 6.78 5.5 8.55 8.28<br />

Tensile strength, MPa 24.27. 24.40 19.98 21.1 11.72 11.12<br />

Elongation at break, % 670 690 690 700 400 390<br />

Tear strength, kN/m 58 82 66 51 39 30<br />

Hardness, Shore A 67 66 66 65 68 67<br />

Heat build-up, ΔT,ºC 21 20 19 20 20 20<br />

D<strong>in</strong> abrasion loss, cc 88 100 79 80 74 75<br />

Table 3 Age<strong>in</strong>g resistance <strong>of</strong> carbon black filled pure and blend vulcanizates (aged at<br />

100 0 C/3d).<br />

Parameter<br />

NR NR/BR 60/40 NR/BR 60/40<br />

Sample Control Sample Control Sample Control<br />

Modulus 100%, MPa 3.64 3.25 2.71 3.36 3.55 4.05<br />

Modulus 200%, MPa 7.98 7.08 5.57 - - -<br />

Tensile strength, MPa 8.82 8.87 6.78 5.47 6.82 5.69<br />

Elongation at break, % 215 240 230 150 180 140<br />

Percent change <strong>of</strong><br />

modulus 100%,<br />

43.87 95.78 25.46 88.76 30.99 53.99<br />

Percent retention <strong>of</strong> tensile<br />

strength<br />

36.34 36.35 33.93 25.92 58.19 51.16

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