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Exact(8)
It is proved that the flow fields recovered by the acoustic method are reasonable and reliable.
The results that were compared to those obtained by DYNAFORM showed that the blanks designed through one-step simulation method are reasonable.
By comparing the predicted results with the test data, it is found that the a-N curve and final crack length by two methods are in good agreement with the test data, so the Finite Element Method and analytical method are reasonable and feasible for fatigue crack growth prediction of deepwater structure under cyclic compression.
The experimental results show that the updated parameters obtained from the proposed method are reasonable and having a clear physical meaning, and the finite element model of bridge structure can be updated effectively by the proposed finite element model updating method.
The application on real data from shale reservoirs shows that Young's modulus and Poisson's ratio inverted by the proposed inversion method are reasonable for brittleness evaluation.
This suggests that the results obtained through the MID method are reasonable and generally of similar size to the effect size (SRM) estimates.
Similar(52)
The analysis shows that this method is reasonable.
It is proved that the method is reasonable and practical.
Results show that the method is reasonable and effective.
The experimental results show that this method is reasonable and effective for real applications.
The calculated and experimental values agreed well, indicating that the method based on the energy method is reasonable and feasible.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com