Bayesian damage localization and identification based on a transient wave propagation model for composite beam structures

2021 ◽  
pp. 113849
Author(s):  
Sergio Cantero-Chinchilla ◽  
Muhammad Khalid Malik ◽  
Dimitrios Chronopoulos ◽  
Juan Chiachío
Author(s):  
Romulo Silva, ◽  
◽  
Viatcheslav Priimenko,

A transient wave propagation model is provided as a consequence of a new theory of porous media and wave propagation in saturated poroelastic media. This theory, in the linear case, becomes to be equivalent to the theory proposed by de Boer, R., Ehlers, W. & Liu, Z. in 1993. It leads to a model for the 1-D porous saturated column problem, which after the appropriate establishment of boundary and initial conditions, can be solved analytically with the aid of the Laplace transform concerning time. Numerical experiments are performed to illustrate the behavior of constituents displacement fields. The theory results in having an inertial effect on the motion of solid constituents as commonly expected. However, in contrast to Biot’s theory, is not introduced by the present theory the relative acceleration as an interactive force between solid and fluid constituents to account for the apparent inertial effect.


1995 ◽  
Vol 17 (4) ◽  
pp. 6-12
Author(s):  
Nguyen Tien Dat ◽  
Dinh Van Manh ◽  
Nguyen Minh Son

A mathematical model on linear wave propagation toward shore is chosen and corresponding software is built. The wave transformation outside and inside the surf zone is considered including the diffraction effect. The model is tested by laboratory and field data and gave reasonables results.


2019 ◽  
Vol 163 ◽  
pp. 145-149
Author(s):  
Yury A. Rossikhin ◽  
Marina V. Shitikova

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