Spss 18 Full [TOP] Crack
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However, the analysis of the crack frequency with the size of the pit will give an idea about the stress required for cracking in apricot pit. It will be discussed later in this paper. The sieving analysis ( ) indicated that the sieve size with maximum number of pits retained was 4.0 mm. Therefore, considering the average sieve size at 4.8 mm and the average mass of pits retained, it is inferred that the minimum number of impacts at one time required for cracking, is just two for most of the pits. As said earlier, a higher number of impacts is required for larger size pits (). It is a generally accepted view that in the pit cracking test, it is assumed that impact velocity and frequency remain constant. This is not entirely true because, during the pit cracking test, the impact velocity is significantly reduced as compared to the falling impact test as the distance from the impactor to the kernel is significantly higher. Thus, the results show that the impact velocity or frequency for the same mass of kernels is higher for larger pits. For example, for the impact velocity, it was found to be 1.71 m/s for a 4 mm pit, 1.38 m/s for a 5 mm pit and 0.78 m/s for a 6 mm pit. Such an observation is further discussed later in this paper.
The cracking force required to crack apricot pit depends on size and moisture content of the pit. In , it is seen that the average moisture content of 12.5% is not significantly different from that (10.0% – 12.7%) reported by . The difference is considered to be within the permissible error. While determining the impact velocity of the kernels (impact location), its effect is to reduce the cracking force and thus, variations in the moisture content have no effect on the cracking force. However, with the decrease in pit size and increase in crack closure, the cracking force required for cracking also increases and therefore, pit moisture content can have an effect on cracking force. It is noted that for a 5 mm pit, the cracking force is about 13.32 kN with the moisture content of 12.5% and thus, under drying, the cracking force will increase significantly. In such a scenario, one may refer to the values of the moisture content at which cracking force is maximum. For an average moisture content of 10.0%, the cracking force for a 5 mm pit is about 16.20 kN. Thus, if the moisture content of 12.5% is kept constant, the cracking force increases by 30%. Hence, the drying effect makes significant change in cracking force for smaller pits.
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