Numerical modeling for cantilever sandwich smart structures with partially covered constrained viscoelastic layer

2021 ◽  
pp. 114981
Author(s):  
Y.S. Gao ◽  
S.Q. Zhang ◽  
G.Z. Zhao ◽  
R. Schmidt
2021 ◽  
pp. 114703
Author(s):  
S.Q. Zhang ◽  
Y.S. Gao ◽  
G.Z. Zhao ◽  
H.Y. Pu ◽  
M. Wang ◽  
...  

2017 ◽  
Vol 25 (03) ◽  
pp. 1750023 ◽  
Author(s):  
Nathalie Favretto-Cristini ◽  
Arkady M. Aizenberg ◽  
Bjørn Ursin ◽  
Paul Cristini ◽  
Anastasiya Tantsereva

The Discretized Kirchhoff Integral method has been recently tested against laboratory experiments using a model with surface curvatures and sharp edges generating wave diffraction effects. Comparisons between numerical and laboratory data have exhibited a good quantitative fit in terms of time arrivals and amplitudes, except in the vicinity of secondary shadow boundaries created by the interaction of the edges of some topographical structures. Following this work, the effect of multiple scattering and the surface curvatures on the wavefield is studied here, using the so-called diffraction attenuation coefficient, in order to define the cases where these effects may be neglected in the numerical modeling without loss of accuracy.


Author(s):  
Inderjit Chopra ◽  
Jayant Sirohi
Keyword(s):  

2007 ◽  
Author(s):  
T. Campbell ◽  
B. de Sonneville ◽  
L. Benedet ◽  
D. J. W. Walstra ◽  
C. W. Finkl

Author(s):  
D.S. Rakisheva ◽  
◽  
B.G. Mukanova ◽  
I.N. Modin ◽  
◽  
...  

Numerical modeling of the problem of dam monitoring by the Electrical Resistivity Tomography method is carried out. The mathematical model is based on integral equations with a partial Fourier transform with respect to one spatial variable. It is assumed that the measurement line is located across the dam longitude. To approximate the shape of the dam surface, the Radial Basic Functions method is applied. The influence of locations of the water-dam, dam-basement, basement-leakage boundaries with respect to the sounding installation, which is partially placed under the headwater, is studied. Numerical modeling is carried out for the following varied parameters: 1) water level at the headwater; 2) the height of the leak; 3) the depth of the leak; 4) position of the supply electrode; 5) water level and leaks positions are changing simultaneously. Modeling results are presented in the form of apparent resistivity curves, as it is customary in geophysical practice.


2015 ◽  
Vol 35 ◽  
pp. 232-235 ◽  
Author(s):  
Leonardo Piccinini ◽  
Paolo Fabbri ◽  
Marco Pola ◽  
Enrico Marcolongo ◽  
Alessia Rosignoli

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