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In Fig. 18, the variation in the crack initiation strain t in the longitudinal direction along the loading axis of specimens PP-0.5-3-1 and PP-2-3-1 are plotted. The curves are all normalized with respect to the peak value of each specimen, and the crack initiation strain values are obtained according to the moment at which the degree of nonlinearity begins to decrease. As shown in Fig. 18, the crack initiation strain of specimens PP-0.5-3-1 and PP-2-3-1 exhibits a steady increase with increasing load. However, as the load increases from 25% to 50% of the ultimate tensile load, the crack initiation strains of specimens PP-0.5-3-1 and PP-2-3-1 are almost the same. From the uniaxial tensile test, it is known that, as the maximum strain of the tested specimens PP-0.5-3-1 and PP-2-3-1 is about 0.2, the damage accumulation process becomes linear, and the crack initiation strain will approach 0. This analysis is consistent with the experimental results in this paper. When the specimens undergo damage accumulation, the crack initiation strain of the specimens PP-0.5-3-1 and PP-2-3-1 is almost the same. The crack initiation strain of specimen PP-0.5-3-1 is slightly larger than that of specimen PP-2-3-1.
To further verify the reliability of the method proposed in this paper, the average crack initiation strain obtained from other specimens is compared with those from the method proposed in this paper. Table 1 shows the average crack initiation strain obtained from four specimens and the method proposed in this paper. The average error between the two results is 0.0084, which is less than the error value that is obtained from a comparison between the measured value and the theoretical calculation. The results show that the method proposed in this paper is suitable for engineering applications.
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