Coefficient of Variation and Its Application to Strength Prediction of Adhesively Bonded Joints

The loading rate has a significant influence on the mechanical parameters tests of cement stone, which lacks systematic research. There are no corresponding optimal loading rates for different types of cement stones. In this work, the uniaxial compressive strength tests with different loading rates under force loading and displacement loading were carried out for typical cement stones with low, normal, and high density. Seven rate points were designed in the range of static and quasi-static loading rates. Statistical analysis of the test data showed the following. First, the Poisson’s ratio of some cement stones increases with the increase of the loading rate and some decrease. The value of Poisson’s ratio does not change much under the two loading modes. However, Poisson’s ratio shows a certain regularity with density; the higher the density, the greater the Poisson’s ratio. Second, the compressive strength and Young’s modulus show an upward trend with the increase of loading rate. The compressive strength correlates best with the optimal loading rate. In the force loading mode, the optimal loading rate increases linearly with the increase of the compressive strength, and its value can be determined by the established comparison table or calculation formula. In the displacement loading mode, the optimal loading rate is 0.35 mm/min for cement stones with strength values below 15 MPa and 0.7 mm/min for those above 15 MPa. The findings can provide a basis for designing mechanical testing methods for cement stones.

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Coefficient of Variation and Its Application to Strength Prediction of Adhesively Bonded Joints

Cited by 2 publications

References 8 publications

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K-means clustering algorithm based on coefficient of variation

Optimal Loading Rate Design Method for Cement Stone Mechanical Test

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