Exploratory study on load and resistance factor design of pressure vessel for subsea blowout preventers

Abstract An exploratory study on pressure vessel design procedures based on load and resistance factor design method for subsea blowout preventers subjected to external hydrostatic pressure is presented. Based on the procedures of working stress design method, the performance function of load and resistance factor design method is presented, and the design code is calibrated. The sensitivity analysis is done in order to investigate the effect of statistical characteristics of variables on the partial safety factors and design thickness of pressure vessel. The design procedures and results are compared with those of the traditional working stress design method. The results show that the load and resistance factor design method provides consistent reliability among the components of pressure vessel such as cylindrical shell and hemispherical head, and the method is less conservative than the working stress design method. Besides the conventional material of UNS S31603 stainless steel for subsea pressure vessel, UNS S31803 duplex stainless steel is also used, which could cause economic design results. Furthermore, the validity of the design results is confirmed by performing finite element model analysis by means of ANSYS software, which shows that the design thickness is secure enough when the pressure vessel works in 3000 m ultra-deep seawater regions.

[1]  S. O. Degertekin,et al.  Optimal load and resistance factor design of geometrically nonlinear steel space frames via tabu search and genetic algorithm , 2008 .

[2]  A. Kaveh,et al.  Charged system search for optimum grillage system design using the LRFD-AISC code , 2010 .

[3]  Xiaojie Tian,et al.  An experimental study of crevice corrosion behaviour of 316L stainless steel in artificial seawater , 2010 .

[4]  W. K. Armagost,et al.  Problems of Ultra-Deepwater Drilling , 1999 .

[5]  Jonas Gozzi,et al.  Use of Duplex Stainless Steel in Economic Design of a Pressure Vessel , 2007 .

[6]  Jong-Kwon Lim,et al.  Reliability-based fatigue failure analysis for causes assessment of a collapsed steel truss bridge , 2001 .

[7]  Shawn P. Vigeant Deepwater Driven Advancements in Well Control Equipment and Systems , 1998 .

[8]  Bilal M. Ayyub,et al.  Risk-Informed Load and Resistance Factor Design (LRFD) Methods for Piping , 2005 .

[9]  Cem Topkaya A numerical study on linear bifurcation web buckling of steel I-beams in the sidesway mode , 2006 .

[10]  Bilal M. Ayyub,et al.  Load and Resistance Factor Design (LRFD) of Nuclear Straight Pipes for Loads That Cause Primary Stress , 2010 .

[11]  Luis Volnei Sudati Sagrilo,et al.  Reliability-Based Design Criterion for TLP Tendons , 2008 .

[12]  Robert L. Allwood,et al.  Effect of thickness variation on collapse pressure of seamless pipes , 2010 .

[13]  A. Stacey,et al.  Safety factor requirements for the offshore industry , 2007 .

[14]  Jinping Ou,et al.  Calibration of LRFD Format for Steel Jacket Offshore Platforms in China Offshore Area (1):Statistical Parameters of Loads and Resistances , 2006 .

[15]  Abhinav Gupta,et al.  Reliability-based load and resistance factor design for piping: an exploratory case study , 2003 .

[16]  Devin K. Harris Assessment of flexural lateral load distribution methodologies for stringer bridges , 2010 .

[17]  Carl T.F. Ross,et al.  A design chart for the plastic collapse of corrugated cylinders under external pressure , 2001 .

[18]  Rakesh Kumar Saigal Seismic Analysis and Reliability-based Design of Secondary Systems , 2005 .

[19]  Bryan E. Little,et al.  American Association of State Highway and Transportation Officials. Highway Drainage Guidelines American Association of State Highway and Transportation Officials. LRFD Bridge Design Specifications , 2000 .

[20]  Samir N. Shoukry,et al.  Longterm sensor-based monitoring of an LRFD designed steel girder bridge , 2009 .

[21]  Bilal M. Ayyub,et al.  A Reliability-Based Approach for the Design of Nuclear Piping for Internal Pressure , 2009 .