This paper presents the steady-state displacements and stresses in elastic half-space generated by a surface point load moving with constant speed parallel to the free surface of the half-space. The basic equations are solved by means of integral transforms, resulting in double fold integrals. A num
A method for calculating the axisymmetric response of a two-layered half-space under dynamic concentrated loading
✍ Scribed by Q. Grimal; S. Naı̈li; A. Watzky
- Publisher
- Elsevier Science
- Year
- 2004
- Tongue
- English
- Weight
- 396 KB
- Volume
- 276
- Category
- Article
- ISSN
- 0022-460X
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✦ Synopsis
The transient response of a linearly elastic structure made of a layer overlaying a half-space, subjected to a normal point force on its free surface, is investigated. Both welded contact and frictionless sliding are considered at the interface. This paper presents a method to calculate the response, for a wide range of loading durations ðTÞ; on the axis of symmetry of the configuration (in the layer and the half-space). Equations of the boundary-value problem are manipulated in an integral transform domain and the Cagniard-de Hoop method is used. The final form of the exact analytical solution is a sum of contributions corresponding to the rays of the generalized ray theory; little computational effort need be developed for evaluating each contribution. While this theory has only been used to obtain early-time responses, longtime responses-up to 30 times the transit time of P-waves in the layer-have been calculated for this study. This work was conducted to help characterize the stress transmitted in the human lung (half-space) when the thoracic wall (layer) is subjected to a non-penetrating impact. Depending on T; multiple reflections of waves in the layer or typical low-frequency response are observed. The influence of the contact condition with respect to T is elucidated.
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