The transient waves produced by hyperbolic motion of Gaussian's transverse sources

Author(s):  
Victor V. Borisov
2019 ◽  
Vol 9 (1) ◽  
Author(s):  
Mahdi Bayat ◽  
Saba Adabi ◽  
Viksit Kumar ◽  
Adriana Gregory ◽  
Jeremy Webb ◽  
...  

1984 ◽  
Vol 53 (3-4) ◽  
pp. 141-161 ◽  
Author(s):  
H. Cohen ◽  
R. S. D. Thomas

1977 ◽  
Vol 11 (5) ◽  
pp. 705-709 ◽  
Author(s):  
A. A. Gubaidullin ◽  
A. I. Ivandaev ◽  
R. I. Nigmatulin

1969 ◽  
Vol 36 (3) ◽  
pp. 505-515 ◽  
Author(s):  
D. C. Gakenheimer ◽  
J. Miklowitz

The propagation of transient waves in a homogeneous, isotropic, linearly elastic half space excited by a traveling normal point load is investigated. The load is suddenly applied and then it moves rectilinearly at a constant speed along the free surface. The displacements are derived for the interior of the half space and for all load speeds. Wave-front expansions are obtained from the exact solution, in addition to results pertaining to the steady-state displacement field. The limit case of zero load speed is considered, yielding new results for Lamb’s point load problem.


2020 ◽  
Vol 7 ◽  
Author(s):  
Marco Rossi ◽  
Daniele Veber ◽  
Massimiliano Gei

A relevant application of transformation elastodynamics has shown that flexural waves in a Kirchhoff-Love plate can be diverted and channeled to cloak a region of the ambient space. To achieve the goal, an orthotropic meta-structural plate should be employed. However, the corresponding mathematical transformation leads to the presence of an unwanted strong compressive prestress, likely beyond the buckling threshold of the structure, with a set of in-plane body forces to warrant equilibrium. In addition, the plate must possess, at the same time, high bending stiffnesses, but a null twisting rigidity. With the aim of estimating the performance of cloaks modelled with approximate parameters, an in-house finite element code, based on a subparametric technique, is implemented to deal with the cloaking of transient waves in orthotropic thin plates. The tool allows us to explore the sensitivity of specific stiffness parameters that may be difficult to match in a real cloak design. In addition, the finite element code is extended to investigate a meta-plate interacting with a Winkler foundation, to confirm how the subgrade modulus should transform in the cloak region.


Sign in / Sign up

Export Citation Format

Share Document