Buckle propagation in pipe-in-pipe systems.: Part I. Experiments

Abstract Pipe-in-pipe systems are extensively used in offshore pipeline applications in which thermal insulation of the pipeline is necessary. Typically, the space between the two pipes is either empty or contains insulation material which provide minimal mechanical support to the system. In deepwater applications, the carrier pipe must be designed to resist collapse due to the ambient external pressure while the design of the inner pipe is usually governed by the pressure of the hydrocarbons it carries. The integrity of the two-pipe system in the event of accidental collapse of the carrier pipe is an issue of concern. In Part I of this two-part report, the results of an extensive experimental study of the problem are presented. The experiments were carried out on two-inch diameter carrier tubes with D/t values of 24.1, 21.1 and 16.7 and inner tubes of several diameters and wall thicknesses. In most cases local collapse of the outer tube led to simultaneous collapse of the inner one. Subsequently, the collapse propagated simultaneously collapsing both pipes. The propagation pressure of the two-pipe system (PP2) has been quantified parametrically. An interesting second mode of collapse propagation was also discovered in which the carrier pipe collapses leaving the inner one intact. Propagation of collapse affecting both pipes is still possible but usually at a higher pressure level. The pressure at which this switch takes place has been found to closely correspond to the propagation pressure of a carrier pipe with a solid rod insert (PPS) of the same diameter as the inner pipe. The parametric dependence of PPS has also been established experimentally. Part I finishes with a discussion of how these new critical pressures of pipe-in-pipe systems should influence the design of such pipelines.

[1]  S. Kyriakides,et al.  Collapse of Deepwater Pipelines , 1988 .

[2]  Stelios Kyriakides Propagating Instabilities in Structures , 1993 .

[3]  S. Kyriakides,et al.  Plastic Anisotropy in Drawn Metal Tubes , 1988 .

[4]  Henrik Myhre Jensen,et al.  Collapse of hydrostatically loaded cylindrical shells , 1988 .

[5]  R. Hill A theory of the yielding and plastic flow of anisotropic metals , 1948, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.

[6]  Stelios Kyriakides,et al.  Experimental Determination of the Propagation Pressure of Circular Pipes , 1981 .

[7]  Carl G. Langner,et al.  Buckle Arrestors for Deepwater Pipelines , 1999 .

[8]  Stelios Kyriakides,et al.  On the collapse of dented cylinders under external pressure , 1996 .

[9]  Stelios Kyriakides,et al.  On the localization of collapse in cylindrical shells under external pressure , 1993 .

[10]  Stelios Kyriakides,et al.  Postbuckling Behavior of Inelastic Inextensional Rings Under External Pressure , 1983 .

[11]  Stelios Kyriakides,et al.  On the performance of integral buckle arrestors for offshore pipelines , 1997 .

[12]  J. H. Martin,et al.  Buckle propagation in submarine pipelines , 1975, Nature.

[13]  C. D. Babcock,et al.  On the Collapse of Long, Thick-Walled Tubes Under External Pressure and Axial Tension , 1993 .

[14]  Stelios Kyriakides,et al.  Large deflection collapse analysis of an inelastic inextensional ring under external pressure , 1981 .

[15]  John W. Hutchinson,et al.  On the Propagation of Bulges and Buckles , 1984 .

[16]  Stelios Kyriakides,et al.  On the collapse of inelastic tubes under combined bending and pressure , 1988 .

[17]  Stelios Kyriakides,et al.  On the collapse of inelastic thick-walled tubes under external pressure , 1986 .

[18]  Stelios Kyriakides,et al.  Dynamic performance of integral buckle arrestors for offshore pipelines , 2000 .

[19]  Tomasz Wierzbicki,et al.  Initiation and propagation of buckles in pipelines , 1986 .

[20]  S. Kyriakides,et al.  Initiation of propagating buckles from local pipeline damages , 1984 .

[21]  C. R. Calladine,et al.  Buckle propagation in submarine pipelines , 1988 .

[22]  John L. Tassoulas,et al.  BUCKLE PROPAGATION: STEADY-STATE FINITE-ELEMENT ANALYSIS , 1994 .

[23]  Stelios Kyriakides,et al.  On the effect of axial tension on the propagation pressure of long cylindrical shells , 1992 .

[24]  Stelios Kyriakides,et al.  On the propagation pressure of long cylindrical shells under external pressure , 1993 .

[25]  Stelios Kyriakides,et al.  On the design of integral buckle arrestors for offshore pipelines , 1998 .

[26]  Stelios Kyriakides,et al.  Internal ring buckle arrestors for pipe-in-pipe systems , 2003 .

[27]  Stelios Kyriakides,et al.  On the Determination of the Propagation Pressure of Long Circular Tubes , 1984 .