Material properties obtained from characterization tests on a representative cured-in-place pipe material have been incorporated into a finite element model which employs a special “composite” beam element. The creep buckling behavior of constrained pipe liners are discussed, and a model correlating the critical time and the applied pressure is proposed. The influence of liner/host pipe geometric parameters on liner buckling is also investigated. The agreement of finite element predictions with physical test data shows the utility of the proposed model.

1.
Boot, J. C., and Welch, A. J., 1996, “Creep Buckling of Thin-Walled Polymeric Pipe Linings Subject to External Groundwater Pressure,” Thin-Walled Structures, 24, pp. 191–210.
2.
Welch, A. J., 1989 “Creep Buckling of Infinitely Long Constrained Cylinders Under Hydrostatic Loading” Ph.D. dissertation, University of Bradford, England.
3.
Sundstrom E., 1957, “Creep Buckling of Cylindrical Shells,” Trans. Royal Institute of Technology, No. 115, Stockholm, Sweden.
4.
Hoff
,
N. J.
,
Jahsman
,
W. E.
, and
Nachbar
,
W.
,
1959
, “
A Study of Creep Collapse of a Long Circular Cylindrical Shell Under Uniform External Pressure
,”
J. Aerosp. Sci.
, pp.
663
669
.
5.
Bargmann
,
H.
,
1972
, “
Effect of Time-Varying External Pressure on Creep Collapse of a Cylindrical Shell
,”
AIAA J.
,
10
, pp.
327
329
.
6.
Ellington, J. P., 1960, Creep Collapse of Tubes under External Pressure, DEG-Report 162(R), UK Atomic Energy Authority, Risley, Warrington, Lancashire, UK.
7.
Nishiguchi
,
I.
,
Kaji
,
Y.
,
Ioka
,
I.
, and
Yamada
,
Y.
,
1990
, “
A Simplified Method for Predicting Creep Collapse of a Tube Under External Pressure
,”
ASME J. Pressure Vessel Technol.
,
112
, pp.
233
239
.
8.
Heller
,
P.
, and
Anderson
,
R. G.
,
1984
, “
Creep Buckling: An Experiment, An ‘Exact’ Solution and Some Simple Thoughts
,”
Appl. Solid Mech
,
2
, No.
1
, pp.
95
112
.
9.
Sammari, A., and Jullien, J. F., 1995, “Creep Buckling of Cylindrical Shells Under External Lateral Pressure,” Thin-Walled Structures, Vol. 23, No. 2, Elsevire Science Ltd., UK, pp. 255–269.
10.
Kaji
,
Y.
,
Ioka
,
I.
,
Nishiguchi
,
I.
, and
Miyamoto
,
Y.
,
1996
, “
Estimation of Creep Buckling Deformation Under External Pressure at Elevated Temperature
,”
ASME J. Pressure Vessel Technol.
,
118
, pp.
460
463
.
11.
Koundy
,
V.
,
Forgeron
,
T.
,
Hivroz
,
J.
, and
Julien
,
B.
,
1996
, “
Creep Buckling of Ovalized Tubes Under External Pressure
,”
ASME J. Pressure Vessel Technol.
,
118
, pp.
194
198
.
12.
Eslami
,
M. R.
, and
Shariyat
,
M.
,
1997
, “
Elastic, Plastic, and Creep Buckling of Imperfect Cylinders Under Mechanical and Thermal Loading
,”
ASME J. Pressure Vessel Technol.
,
119
, pp.
27
36
.
13.
Guice, L. K., Straughan, T., Norris, C. R., and Bennett, R. D., 1994, Long-Term Structural Behavior of Pipeline Rehabilitation Systems, Trenchless Technology Center, Louisiana Tech University, Ruston, LA.
14.
Boot, J. C., and Welch, A. J., 1996, “Establishing and Implementing the Long-Term Constitutive Behavior of Structural Plastic Pipe Linings,” The Life of Structures, G. S. T. Armer, et al. eds, Butterworths, London, UK., pp. 283–290.
15.
Cohen
,
A.
and
Arends
,
C. B.
,
1989
, “
Creep Induced Buckling of Plastic Materials
,”
Polym. Eng. Sci.
,
28
(
8
), pp.
506
509
.
16.
Cohen
,
A.
, and
Arends
,
C. B.
,
1989
, “
Application of a Concept of Distributed Damage to Creep Induced Buckling of High Density Polyethylene Specimens
,”
Polym. Eng. Sci.
,
28
(
16
), pp.
1066
1070
.
17.
Straughan, W. T., 1994, “Development of an Analytical Procedure for the Design of Cured-in-Place Plastic Pipe Liners,” proposal submitted to the Louisiana Education Quality Support Fund.
18.
McAlpine, G. A., 1996, “Statistical Analysis and Implications of Test Data From Long-Term Structural Behavior of Pipeline Rehabilitation Systems,” Water Environment Federation 69th Annual Conference and Exposition, Dallas, TX, October 5–9.
19.
Falter
,
B.
,
1996
, “
Structural Analysis of Sewer Linings
,”
Trenchless Technol.
,
11, 2
, pp.
27
41
.
20.
Glock
,
D.
,
1997
, “
Behavior of Liners for Rigid Pipeline Under External Water Pressure and Thermal Expansion
,” (English transl.),
Der Stahlban
,
7
, pp.
212
217
.
21.
Lin, H., 1995, “Creep Characterization of CIPP Material Under Tension, Compression and Bending,” M.S. thesis, Louisiana Tech University, Ruston, LA.
22.
Boot, J. C., and Javadi, A. A., 1998, “The Structural Behavior of Cured-in-Place Pipe,” Proc. Plastic Pipes X, Gotherburg, Sweden.
23.
Conway, J. B., 1965, Numerical Methods for Creep and Rupture Analyses, Gordon and Breach, Science Publishers, New York, NY.
24.
HKS, Inc., 1995, ABAQUS/Standard Manuals, Version 5.5, Hibbitt, Karlsson & Sorensen, Inc., Pawtucket, RI.
25.
Zhao, Q., 1999, “Finite Element Simulation of Creep Buckling of Constrained CIPP Liners Subject to External Pressure,” Ph.D. dissertation, Louisiana Tech University, Ruston, LA.
26.
Timoshenko, S. P., and Gere, J. M., 1960, Theory of Elastic Buckling. McGraw-Hill, New York, NY.
You do not currently have access to this content.