Vol.2
No. 4
Year: 2012
Issue: Sep-Nov
Issue: Sep-Nov
Title: Earthquake-induced vibrations of a buried pipeline including
fluid-structure interaction – numerical solution
Author Name: Silviya Petkova, Dimitar Kisliakov
In the present work, the
governing equation of the dynamic response of a buried fluid-conveying pressure
pipeline to a transverse earthquake excitation is solved numerically. The
structural model of the buried pipe corresponds to the type implemented in
hydropower systems. An Euler-Bernoulli beam on elastic Winkler foundation is applied
in the transverse vibration model of the buried pipe with appropriate boundary
conditions. The constant velocity flow of the inviscid fluid in the pipe is
approximated as a plug flow. The Finite Difference Method (FDM) in the form of
a fully implicit scheme is applied for the solution of the governing equation
of motion. Since this differential equation is of fourth order, two additional
mathematical functions are introduced for enabling such numerical treatment.
Making use of the implicit FDM with appropriate boundary and initial
conditions, the problem converts to a system of algebraic equations with
block-tridiagonal structure for each time step within the solution mesh whose
right-hand side depends on the results from the previous time step and the
earthquake-induced kinematic excitation. The time and space shift of the input
seismic excitation over all points of the FD mesh is calculated by means of a
special external procedure. For practical application of this computational
procedure, a computer program SIVBuPP was written in the MATLAB environment.
The numerical algorithm was tested independently by means of a small example
and external calculation tools. Further, a numerical example with real
structural data and displacement and velocity records from the Duzce 1999
earthquake was solved as implementation of the developed procedure. Finally,
conclusions were drawn, and some tasks for future research were formulated as
well.
No comments:
Post a Comment