A systematic approach to pipe-in-pipe installation analysis

Abstract In the present study, the selection of a pipe-in-pipe (PIP) system which includes an installation analysis modelling technique is investigated. The PIP system has become the standard pipeline design for subsea field developments, especially for deep water fields. One of the most important design challenges for engineers is the pipeline installation design. A design underestimation of loads could result in serious damage, while overestimation would result in high operation costs. An accurate or improved modelling method is definitely required for the PIP system. The modelling of a finite element single pipe-lay simulation has been studied and discussed by many authors, and is very much understood by the people in the industry. However, modelling complex PIP systems for pipe laying simulations in order to obtain accurate results is quite challenging. To build the most economic finite element (FE) model for the pipe-lay simulation of PIP systems, various modelling aspects of the installation have been studied separately. In this work, three types of FE models which are two models with different simplifications and one actual PIP model were established and compared. Finally, a systematic approach selection for performing a PIP installation is presented.

[1]  MINIMIZATION OF MAXIMUM MOMENT IN OFFSHORE PIPELINE DURING INSTALLATION , 1986 .

[2]  Breno Pinheiro Jacob,et al.  Numerical Model for the Simulation of the Pipeline-Laybarge Interaction in Pipelaying Procedures , 2009 .

[3]  Yong Bai,et al.  Subsea Pipelines and Risers , 2005 .

[4]  Roberto Bruschi,et al.  Pipe technology and installation equipment for frontier deep water projects , 2015 .

[5]  Y. T. Kim,et al.  Advanced procedure for estimation of pipeline embedment on soft clay seabed , 2017 .

[6]  Michael M. Bernitsas,et al.  Three-dimensional nonlinear statics of pipelaying using condensation in an incremental finite element algorithm , 1990 .

[7]  Marko Čanađija,et al.  Static structural analysis of S-lay pipe laying with a tensioner model based on the frictional contact , 2014 .

[8]  T. V. Zinovieva ANALYSIS OF PIPELINE STRESS-STRAIN STATE IN SEABED LAYING , 2011 .

[9]  Eivind Hvidsten Pipelaying on uneven seabed , 2011 .

[10]  Stefan Ivić Sensitivity analysis of S-lay pipe-laying configuration , 2015 .

[11]  Kyu-Sik Park,et al.  Nonlinear soil parameter effects on dynamic embedment of offshore pipeline on soft clay , 2015 .

[12]  Han Suk Choi,et al.  An optimum design of on-bottom stability of offshore pipelines on soft clay , 2013 .

[13]  Stefan Ivić,et al.  S-Lay pipe laying optimization using specialized PSO method , 2017 .

[14]  Andrew Palmer,et al.  Indentation and external pressure on subsea single wall pipe and pipe-in-pipe , 2014 .

[15]  Hong Hao,et al.  Using pipe-in-pipe systems for subsea pipeline vibration control , 2016 .

[16]  Weiliang Jin,et al.  Configuration of Submarine Pipeline for Deepwater S-lay Technique , 2010 .

[17]  Paul Jukes,et al.  Exploring the Challenges of Pipe-in-Pipe (PIP) Flowline Installation In Deepwater , 2009 .

[18]  Ian H. Frazer,et al.  Strain Criteria for Deep Water Pipe Laying Operations , 2008 .

[19]  M.K.S. Sastry,et al.  Wax formation in oil pipelines: A critical review , 2011 .

[20]  Optimized Design of Pipe-in-Pipe Systems , 2002 .

[21]  G F Clauss,et al.  NONLINEAR STATIC AND DYNAMIC ANALYSIS OF MARINE PIPELINES DURING LAYING , 1991 .