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Initially, the power and energy formulas based on wave approach and the corresponding incoherence proof are achieved by present work, both in theoretical and numerical ways.
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This paper presents a new in situ Structural Health Monitoring (SHM) system based on wave propagation approach able to assess damages and to identify the location of acoustic emission (AE) sources due to impacts.
The results demonstrate the importance of optimizing the selection of test frequencies as well as suggesting the possibility of a new approach based on wave velocity decrease for testing the grout quality of rock bolts.
Therefore, seismic tomography based on wave theory would be a useful approach to address such difficulties.
The described approach consider two-dimensional woven fabric composites and is based on wave propagation theory.
As a fatigue strength assessment procedure, full stochastic fatigue analysis based on wave loads analysis has been recommended due to its high accuracy and straightforward approach.
The coupling loss factors frequently used in Statistical Energy Analysis are frequently based on a wave approach that assumes that the transmitted waves returning to the junction are uncorrelated with the directly transmitted waves.
The method is based on a wave approach that utilizes the reflection and transmission coefficients of the different beam joints to couple the elements.
The track system is represented by its impedance per unit length of track and the ground by its line input impedance calculated using a two-dimensional elastic half-space ground model based on the wave approach.
However, due to the inherent complexities associated with this approach, most of the previously published experiments are based on wave-flume experiments using vegetation mimics.
Calculations of these parameters were based on plane waves approach on slab system with density functional theory (DFT) using the Vienna ab initio simulation program (VASP).
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