Design requirements for pipelines regarding both ultimate strength and flow assurance in ultra deepwater scenarios motivated the development of a new sandwich pipe which is able to combine high structural and thermal insulation properties. In this concept, the annulus is filled with low cost materials with adequate thermal insulation properties and good mechanical resistance. The aim of this research work is to perform small-scale laboratorial tests and to develop a finite element model to evaluate the structural performance of such sandwich pipes with two different options of core material. After calibrated in view of the experimental results, a three-dimensional finite element model incorporating nonlinear geometric and material behavior is employed to perform strength analyses of sandwich pipes under combined external pressure and longitudinal bending. Ultimate strength envelopes for sandwich pipes are compared with those generated for single-wall steel pipes with equivalent collapse pressures. The study shows that sandwich pipe systems with either cement or polypropylene cores are feasible options for ultra deepwater applications.

1.
Nutall
,
R. H.
, and
Rogers
,
M. G.
, 1998, “
Insulated Pipe-in-Pipe Subsea Hydrocarbon Flowlines
,”
Proceedings 17th International Conference on Offshore Mechanics and Arctic Engineering
,
Lisbon
, Portugal.
2.
Franklin
,
J. F.
, and
Wright
,
A.
, 1999, “
The Development of Thermal Insulation Systems for Deep Water Pipelines
,”
Proceedings 13th International Conference on Pipeline Protection
,
Edinburgh
, UK, pp.
217
229
.
3.
Trout
,
S.
, and
Sahota
,
B.
, 1999, “
Shell ETAP High Pressure and Temperature Pipe-In-Pipe Pipeline Design and Fabrication
,”
Proceedings of the 18th International Conference on Offshore Mechanics and Arctic Engineering
,
Newfoundland
, Canada.
4.
Murphey
,
C. E.
, and
Langner
,
C. G.
, 1985, “
Ultimate Pipe Strength under Bending, Collapse and Fatigue
,”
Proceedings of the 4th International Conference on Offshore Mechanics and Arctic Engineering
, Vol.
1
, pp.
467
477
.
5.
Yeh
,
M. K.
, and
Kyriakides
,
S.
, 1986, “
On the Collapse of Inelastic Thick-Walled Tubes Under External Pressure
,”
ASME J. Energy Resour. Technol.
0195-0738,
108
, pp.
35
47
.
6.
Dyau
,
J. Y.
, and
Kyriakides
,
S.
, 1993, “
On the Localization of Collapse in Cylindrical Shells Under External Pressure
,”
Int. J. Solids Struct.
0020-7683,
30
(
4
), pp.
463
482
.
7.
Dyau
,
J. Y.
, and
Kyriakides
,
S.
, 1993, “
On the Propagation Pressure of Long Cylindrical Shells Under External Pressure
,”
Int. J. Mech. Sci.
0020-7403,
35
(
8
), pp.
675
713
.
8.
Pasqualino
,
I. P.
, and
Estefen
,
S. F.
, 2001, “
A Nonlinear Analysis of the Buckle Propagation Problem in Deepwater Pipelines
,”
Int. J. Solids Struct.
0020-7683,
38
(
46–47
), pp.
8481
8502
.
9.
Kyriakides
,
S.
, 2002, “
Buckle Propagation in Pipe-in-pipe Systems, Part I: Experiments
,”
Int. J. Solids Struct.
0020-7683,
39
, pp.
351
366
.
10.
Kyriakides
,
S.
, and
Vogler
,
T. J.
, 2002, “
Buckle Propagation in Pipe-in-Pipe Systems, Part II:Analysis
,”
Int. J. Solids Struct.
0020-7683,
39
, pp.
367
392
.
11.
Fabian
,
O.
, 1977, “
Collapse of Cylindrical, Elastic Tubes Under Combined Bending, Pressure and Axial Loads
,”
Int. J. Solids Struct.
0020-7683,
13
(
12
), pp.
1257
1270
.
12.
Fabian
,
O.
, 1981, “
Elastic-Plastic Collapse of Long Tubes Under Combined Bending and Pressure Load
,”
Ocean Eng.
0029-8018,
8
(
3
), pp.
295
330
.
13.
Kyriakides
,
S.
, and
Shaw
,
P. K.
, 1982, “
Response and Stability of Elastoplastic Circular Pipes Under Combined Bending and External Pressure
,”
Int. J. Solids Struct.
0020-7683,
18
(
11
), pp.
957
973
.
14.
Kyriakides
,
S.
, and
Corona
,
E.
, 1988, “
On the Collapse of Inelastic Tubes Under Combined Bending and Pressure
,”
Int. J. Solids Struct.
0020-7683,
24
(
5
), pp.
505
535
.
15.
Kyriakides
,
S.
, and
Corona
,
E.
, 1991, “
An Experimental Investigation of the Degradation and Buckling of Circular Tubes Under Cyclic Bending and External Pressure
,”
Thin-Walled Struct.
0263-8231,
12
(
3
), pp.
229
263
.
16.
Netto
,
T. A.
, and
Estefen
,
S. F.
, 1994, “
Ultimate Behaviour of Submarine Pipelines Under External Pressure and Longitudinal Bending
,”
J. Constr. Steel Res.
0143-974X,
28
, pp.
137
151
.
17.
ABAQUS User’s and Theory Manuals, 2000, Version 6.1, Hibitt, Karlsson, Sorensen, Inc.
18.
Netto
,
T. A.
,
Santos
,
J. M. C.
, and
Estefen
,
S. F.
, 2002, “
Sandwich Pipes for Ultra-Deep Waters
,”
Proceedings of the 4th International Pipeline Conference
,
Calgary
, Canada, IPC02-27426.
19.
Pasqualino
,
I. P.
,
Pinheiro
,
B. C.
, and
Estefen
,
S. F.
, 2002 “
Comparative Structural Analyses Between Sandwich and Steel Pipelines for Ultra-Deep Water
,”
21st International Conference on Offshore Mechanics and Arctic Engineering
, June 23–28, Oslo, Norway.
20.
Sathe
,
S. N.
,
Rao
,
G. S. S.
,
Rao
,
K. V.
, and
Devi
,
S.
, 1996, “
The Effect of Composition on Morphological, Thermal, and Mechanical Properties of Polypropylene/Nylon-6/Polypropylene-G-Butyl Acrylate Blends
,”
Polym. Eng. Sci.
0032-3888,
36
, pp.
2443
2450
.
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