Response Of A Double System Beam And String
With An Elastic Layer To The Dynamic Excitations
Author(s)
L. Frýba, C. Fischer & Sh. Urushadze
Abstract
The beam with an axial force is coupled with the pretensiled string by an elastic
layer of Winkler type. It is subjected to a row of moving forces. The theoretical
model corresponds to a prestressed bridge. The governing equations form a
coupled set of partial differential equations which are solved using the Fourier
and Laplace-Carson integral transformation methods. A simple experimental
model was constructed in a form of a plexiglass beam and two strings bound
together with several spring and damping elements. The beam was excited by an
electro-magnetic exciter and its response was measured at several places. Three
steps of stiffness and damping characteristics of the elastic layer were proved to
show their effect on the dynamic response of the double system. Its low response
is searched.
Keywords: prestressed beam, string, dynamic excitation.
1 Introduction
Many years standing effort has been devoted to damp the dynamic effects of
both the highway and railway vehicles when they cross a bridge. For that
purpose, a lot of systems were developed, e.g. elastic supports of bridges,
triangular falsework system with controlled damping, double systems with two
beams or two strings connecting together with an elastic layer, etc. They are
briefly described in [1] and cited in details in [2] and [3]. They are, especially,
the papers of Kawanazoe et al. [4] and Oniszczuk [5], who firstly introduced the
double beam and double string system, respectively. However, each of the
systems mentioned above shows its technical or economic effectiveness only in
some specific conditions.
Keywords
prestressed beam, string, dynamic excitation.
Related Book
Other papers in this volume
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