๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Dynamic response of an infinite beam overlying a layered poroelastic half-space to moving loads

โœ Scribed by Bin Xu; Jian-Fei Lu; Jian-Hua Wang


Publisher
Elsevier Science
Year
2007
Tongue
English
Weight
518 KB
Volume
306
Category
Article
ISSN
0022-460X

No coin nor oath required. For personal study only.

โœฆ Synopsis


Dynamic response of an infinite beam resting on a layered poroelastic half-space subjected to moving loads is investigated in this study. The equivalent stiffness of the layered poroelastic half-space is obtained via the transmission and reflection matrices (TRM) method in the frequency wavenumber domain. Based on the obtained equivalent stiffness, the frequency wavenumber domain solution of the beam-half-space system is obtained by the compatibility condition between the beam and the half-space. The time domain solution for the beam and the layered half-space is obtained by means of the inverse Fourier transform method. Also, the influences of the load speed and material parameters of the poroelastic halfspace on the responses of the beam as well as the layered half-space are investigated. In order to demonstrate the proposed method, some time-space domain examples and corresponding analysis are presented in the paper.


๐Ÿ“œ SIMILAR VOLUMES


Steady-state response of an elastically
โœ A.K. Mallik; Sarvesh Chandra; Avinash B. Singh ๐Ÿ“‚ Article ๐Ÿ“… 2006 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 389 KB

The steady-state response of a uniform beam placed on an elastic foundation and subjected to a concentrated load moving with a constant speed has been investigated. The foundation is modeled by using one and two parameters. The mathematical form of the solution is justified by Fourier transform. It

A method for the response of an elastic
โœ Wen-I Liao; Tsung-Jen Teng; Chau-Shioung Yeh ๐Ÿ“‚ Article ๐Ÿ“… 2005 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 571 KB

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

RESPONSE OF AN INFINITE TIMOSHENKO BEAM
โœ Y.-H. CHEN; Y.-H. HUANG; C.-T. SHIH ๐Ÿ“‚ Article ๐Ÿ“… 2001 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 355 KB

The dynamic sti!ness matrix of an in"nite Timoshenko beam on viscoelastic foundation to a harmonic moving load is established. This dynamic sti!ness matrix is essentially a function of the velocity and frequency of the harmonic moving load. The critical velocities and the resonant frequencies can be