Device and method for nondestructively testing axial stress of concrete member based on nonlinear ultrasonic harmonic wave method
A non-linear ultrasonic and axial stress technology, applied in measuring devices, using sound waves/ultrasonic waves/infrasonic waves to analyze solids, using sound waves/ultrasonic waves/infrasonic waves for material analysis, etc., can solve the relationship of stress that cannot be determined, and the accuracy needs to be improved , complex detection process and other issues, to achieve the effect of low cost, simple structure and high precision
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Embodiment 1
[0069] Example 1 The non-destructive detection of the device composition test method and related principles of the non-destructive detection of the average axial stress inside the concrete member by the nonlinear ultrasonic harmonic method of the present invention
[0070] The principle of the non-destructive testing method for the internal initial stress of concrete members based on the nonlinear ultrasonic harmonic method is as follows.
[0071] In the elastic range, the relationship between the stress and strain inside the concrete material is generally considered to be a linear relationship, which is the familiar Hooke's law. However, when the finite-amplitude sound wave propagates in the concrete medium, it is necessary to consider the nonlinearity brought about by the discontinuous interaction between the ultrasonic wave and the medium, so the stress-strain relationship does not simply satisfy Hooke's law.
[0072] The wave equation of sound wave propagation in concrete ...
Embodiment 2
[0123] Embodiment 2 The present invention is based on the non-destructive testing device for the axial stress of concrete members based on the nonlinear ultrasonic harmonic method, which is used for testing the axial stress of concrete specimens
[0124] In order to verify the accuracy of the method of the present invention for detecting the internal stress of the concrete member, the following test for detecting the axial stress of the concrete specimen was done.
[0125] Standard cubic concrete specimens with strength grades of C25, C30, C35 and C40 and dimensions of 100×100×100mm were prepared in the laboratory, and immediately wet-cured in water for 28 days to keep it in a fully saturated water state, and finally soaked All the test pieces are taken out, weighed and recorded and ready to carry out the load test respectively, such as Figure 14shown. In this test, the center frequencies of the ultrasonic transmitting probe and the receiving probe are selected to be 50 kHz ...
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