Related Experiment Video
Updated: Aug 8, 2026

Structural Design and Manufacturing of a Cruiser Class Solar Vehicle
Published on: January 30, 2019
Finite element analysis of Rayleigh wave interaction with finite-size, surface-breaking cracks
Waled Hassan1, William Veronesi
1United Technologies Research Center, 411 Silver Lane, MS 129-86 East Hartford, CT 06108, USA. waled.hassan@honeywell.com
Abstract:
The interaction of surface acoustic waves with finite-size, surface-breaking, semi-circular cracks is studied numerically, and experimentally. We focus on the behavior of the reflection coefficient of the Rayleigh wave from such cracks in the far field of the crack, when the depth of the crack is comparable to the wavelength of the interrogating surface wave. The cases in which the depth of the crack is much smaller or much larger compared to the wavelength have been extensively investigated by many authors and are not considered here except for validating the numerical and experimental results in these regimes. The theoretical, finite element, and experimental results presented are in very good agreement over the range were the crack depth is much smaller or much larger compared to the wavelength of the incident Rayleigh wave. In the transition regime, between these two limiting cases, only the finite element and experimental data show good agreement since the theoretical predictions are no longer applicable. In the high crack depth to wavelength ratio (a/lambda(R)) regime, the finite element and experimental results close to the crack approach the limiting value of the reflection coefficient from a 90 degrees corner.
More Related Videos
Related Concept Videos
Interference and Diffraction
Reflection of Waves
Relation between Poisson's ratio, Modulus of Elasticity and Modulus of Rigidity
Elastic Curve from the Load Distribution
For all beams, the analysis of the beam's reaction to distributed loads begins by understanding the relationship between a beam's load and the resulting shear forces and bending moments. Initially, this...
Microcracking in Concrete
Partial Differential Equations

