Abstract

Pipelines are susceptible to degradation over time due to different types of defects caused by environmental and loading conditions. In-line inspection (ILI) is a preventive examination method widely used to monitor the degradation of pipelines. The passage of an ILI tool through a segment of a pipeline with loose boundary condition can generate significant dynamic stress within the pipe. When pipelines pass through excavated sites, bridges, water, and bog, or have free-span segments, they are at a greater risk of dynamic stress. This research aims to study the effects of passing an ILI tool through pipelines consisting of straight and curved segments. A three-dimensionial finite element (FE) model based on the Timoshenko beam theory is developed to model the vibration response of curved pipes during the passage of an ILI tool. Lab-scale experiments are performed to verify the simulation results of the developed FE model. The developed model is further verified through the FE analysis performed in abaqusimplicit. A comparison of the simulation and experimental results shows that the proposed FE model effectively and accurately predicts the dynamic stress and dynamic displacements of multisegment pipes during the passage of an ILI tool.

References

1.
Mostaghimi
,
H.
,
Hassani
,
M.
,
Yu
,
D.
,
Hugo
,
R. J.
, and
Park
,
S. S.
,
2021
, “
Dynamic Stress Analysis of Exposed Pipes Subjected to a Moving In-Line Inspection Tool
,”
ASME J. Vib. Acoust.
,
143
(
5
), p.
051007
.10.1115/1.4049376
2.
Steele
,
C. R.
,
1968
, “
The Timoshenko Beam With a Moving Load
,”
ASME J. Appl. Mech.
,
35
(
3
), pp.
481
488
.10.1115/1.3601239
3.
Nelson
,
H. D.
, and
Conover
,
R.
,
1971
, “
Dynamic Stability of a Beam Carrying Moving Masses
,”
ASME J. Appl. Mech.
,
38
(
4
), pp.
1003
1006
.10.1115/1.3408901
4.
Zibdeh
,
H. S.
, and
Rachwitz
,
R.
,
1996
, “
Moving Loads on Beams With General Boundary Conditions
,”
J. Sound Vib.
,
195
(
1
), pp.
85
102
.10.1006/jsvi.1996.0405
5.
Ouyang
,
H.
, and
Mottershead
,
J. E.
,
2007
, “
A Numerical–Analytical Combined Method for Vibration of a Beam Excited by a Moving Flexible Body
,”
Int. J. Numer. Methods Eng.
,
72
(
10
), pp.
1181
1191
.10.1002/nme.2052
6.
Wu
,
J. S.
, and
Dai
,
C. W.
,
1987
, “
Dynamic Responses of Multispan Nonuniform Beam Due to Moving Loads
,”
J. Struct. Eng.
,
113
(
3
), pp.
458
474
.10.1061/(ASCE)0733-9445(1987)113:3(458)
7.
Hino
,
J.
,
Yoshimura
,
T.
,
Konishi
,
K.
, and
Ananthanarayana
,
N.
,
1984
, “
A Finite Element Method Prediction of the Vibration of a Bridge Subjected to a Moving Vehicle Load
,”
J. Sound Vib.
,
96
(
1
), pp.
45
53
.10.1016/0022-460X(84)90593-5
8.
Wu
,
J. J.
,
Whittaker
,
A. R.
, and
Cartmell
,
M. P.
,
2001
, “
Dynamic Responses of Structures to Moving Bodies Using Combined Finite Element and Analytical Methods
,”
Int. J. Mech. Sci.
,
43
, pp.
2555
2579
.10.1016/S0020-7403(01)00054-6
9.
Wu
,
J. J.
,
2008
, “
Transverse and Longitudinal Vibrations of a Frame Structure Due to a Moving Trolley and the Hoisted Object Using Moving Finite Element
,”
Int. J. Mech. Sci.
,
50
(
4
), pp.
613
625
.10.1016/j.ijmecsci.2008.02.001
10.
Gašić
,
V.
,
Zrnić
,
N.
, and
Milovančević
,
M.
,
2013
, “
Considerations of Various Moving Load Models in Structural Dynamics of Large Gantry Cranes
,”
FME Transactions
,
41
(
4
), pp.
311
316
.https://www.semanticscholar.org/paper/CONSIDERATIONS-OF-VARIOUS-MOVINGLOAD-MODELS-IN-OF-Vlada-Zrni%C4%87/a90e082a21bd72cab423f9f05db48d72c24f2d95
11.
O'Donoghue
,
A. F.
,
1996
, “
On the Steady State Motion of Conventional Pipeline Pigs Using Incompressible Drive Media
,”
Ph.D. thesis
,
Cranfield University, Bedford, UK
.http://hdl.handle.net/1826/3341
12.
Durali
,
M.
,
Fazeli
,
A.
, and
Nabi
,
A.
,
2007
, “
Investigation of Dynamics and Vibration of PIG in Oil and Gas Pipelines
,”
ASME
Paper No. IMECE2007-43301.10.1115/IMECE2007-43301
13.
Lesani
,
M.
,
Rafeeyan
,
M.
, and
Sohankar
,
A.
,
2012
, “
Dynamic Analysis of Small Pig Through Two and Three-Dimensional Liquid Pipeline
,”
J. Appl. Fluid Mech.
,
5
(
2
), pp.
75
83
.10.36884/jafm.5.02.12170
14.
Mostaghimi
,
H.
,
Pagtalunan
,
J. R.
,
Moon
,
B.
,
Kim
,
S.
, and
Park
,
S. S.
,
2022
, “
Dynamic Drill-String Modeling for Acoustic Telemetry
,”
Int. J. Mech. Sci.
,
218
, p.
107043
.10.1016/j.ijmecsci.2021.107043
15.
Wu
,
J. S.
,
2013
,
Analytical and Numerical Methods for Vibration Analyses
, 1st ed.,
Wiley
, Hoboken, NJ.
16.
Ting
,
E. C.
,
Genin
,
J.
, and
Ginsberg
,
J. H.
,
1974
, “
A General Algorithm for Moving Mass Problems
,”
J. Sound Vib.
,
33
, pp.
49
58
.10.1016/S0022-460X(74)80072-6
17.
Reddy
,
J. N.
,
2007
,
An Introduction to Continuum Mechanics
,
Cambridge University Press
, Cambridge, UK.
18.
Antaki
,
G. D.
,
Hart
,
J. D.
,
Adams
,
T. M.
,
Chern
,
C.
,
Costantino
,
C. C.
,
Gailing
,
R. W.
,
Goodling
,
E. C.
, et al.,
2001
, “
Guidelines for the Design of Buried Steel Pipe
,”
Open J. Met.
,
8
(
3
), pp.
68
76
.https://www.americanlifelinesalliance.com/pdf/Update061305.pdf
19.
Hoerner
,
S. F.
,
1965
,
Fluid Dynamic Drag
,
Hoerner Fluid Dynamics
, Bakersfield, CA.
20.
Segerlind
,
L. J.
,
1984
,
Applied Finite Element Analysis
, 2nd ed., John Wiley & Sons, Hoboken, NJ.
21.
Beer
,
F.
,
Johnston
,
E.
,
DeWolf
,
J.
, and
Mazurek
,
D.
,
2015
,
Mechanics of Materials
,
McGraw-Hill Education Ltd
.,
New York
.
22.
Budynas, R. G., and Nisbett, J. K.
,
2011
,
Shigley's Mechanical Engineering Design
, 8th ed.,
Tata McGraw-Hill Education
, New York.
23.
Rayleigh
,
J. W. S.
, and
Lindsay
,
R. B.
,
1945
,
The Theory of Sound
,
Dover Publications
,
New York
.
24.
Newmark
,
N. M.
,
1959
, “
A Method of Computation for Structural Dynamics
,”
J. Eng. Mech. Div.
,
85
(
3
), pp.
67
94
.10.1061/JMCEA3.0000098
25.
Beards
,
C. F.
,
1996
,
Structural Vibration: Analysis and Damping
,
Wiley
,
Hoboken, NJ
.
You do not currently have access to this content.