The recent emphasis on improving tyre structure integrity against premature failures has led to an increased effort to study fracture behaviour of different carbon black reinforced tyre compounds. Due to the general hysteretic nature of tyre materials, the overall working temperature of a tyre is elevated under service conditions. Relative merits in the characterization of crack initiation in a typical tyre compound using the conventional quasi-static energy and .I-integral approaches were first examined. The quasi-static energy method has been applied to evaluate the fracture toughness of materials exhibiting either linear or non-linear elastic behaviour within the confines of the linear elastic energetic approach. Based on the ease of analysis and ability to make multiple measurements on a single specimen, the quasi-static energy approach is chosen to measure the fracture toughness of the tyre material at temperatures of 23,37,52,62 and 73°C.
The fracture toughness measured for the tyre material has been observed to be inversely proportional to the temperature elevation. The observation agrees with earlier investigations that the crack growth rate of rubbers under fatigue loading decreased with an increase in temperature in the test materials.C03488 Downloaded from 25 Chow, C. L. and Ngan, K. M. Crack propagation with quasistatic energy analysis. J. Strain Analysis, 1977,12,45-52. 26 Chow, C. L. and Ngao, K. M. Effect of large rotation of DCB specimen on fracture toughness evaluation. int. J. of Fracture, 27 Chow, C. L. and Ngan, K. M. Crack propagation in thin plates under double torsion. J. Strain Analysis, 1981,6,9-14. 28 Chow, C. L. Method of fracture toughness determination in sidewall of a pneumatic tyre. J. Strain Analysis, 1982,17,67-74. 29 Chow, C. L. and Lam, P. M. Stability conditions in quasistatic crack propagation for constant strain energy release rate. J. Engng Mater. Technol., 1974,%, 4148.30 Chow, C. L. and Owen, R. C. Fracture toughness measurement of mild steels with reinforced double cantilever beam specimen.