Fracture representation and assessment for tubular offshore structures

Abstract Circular hollow sections have evolved to be a primary choice for the fixed type offshore structures (namely jackets) and the mobile type offshore platforms (jack-ups), due to its appealing characteristics in minimizing the wave forces and structural efficiency in resisting various loading conditions. This chapter highlights the recent developments in the failure analysis of welded tubular joints, covering the evaluation of the crack driving forces, the damage mechanics representation of the fracture process in tubular joints, failure assessment procedures, scaling of the material fracture resistance to the tubular joint level, and subsequently to the global structural level.

[1]  F. M. Burdekin,et al.  Crack modeling in FE analysis of circular tubular joints , 1998 .

[2]  R. A. Ainsworth,et al.  Background to and validation of CEGB report R/H/R6—Revision 3 , 1988 .

[3]  Yoo Sang Choo,et al.  Mode Mixity for Circular Hollow Section X Joints With Weld Toe Cracks , 2005 .

[4]  Yoo Sang Choo,et al.  Elastic¿plastic crack driving force for tubular X-joints with mismatched welds , 2005 .

[5]  Bjørn Skallerud,et al.  Two-parameter fracture mechanics and circumferential crack growth in surface cracked pipelines using line-spring elements , 2008 .

[6]  Xudong Qian,et al.  A deformation limit based on failure assessment diagram for fatigue-cracked X-joints under in-plane bending , 2016 .

[7]  Xudong Qian,et al.  A toughness based deformation limit for fatigue-cracked X-joints under in-plane bending , 2015 .

[8]  Xiaosheng Gao,et al.  Cell model for nonlinear fracture analysis – I. Micromechanics calibration , 1998 .

[9]  Xiaosheng Gao,et al.  Cell model for nonlinear fracture analysis – II. Fracture- process calibration and verification , 1998 .

[10]  William F. Cofer,et al.  Analysis of Welded Tubular Connections Using Continuum Damage Mechanics , 1992 .

[11]  Uwe Zerbst,et al.  The fracture behaviour of a welded tubular joint––an ESIS TC1-3 round robin on failure assessment methods: Part IV: application of the ETM 97/1 , 2002 .

[12]  Yoo Sang Choo,et al.  Mode mixity for tubular K-joints with weld toe cracks , 2006 .

[13]  Seng Tjhen Lie,et al.  Validation of BS7910:2005 failure assessment diagrams for cracked square hollow section T-, Y- and K-joints , 2009 .

[14]  Xudong Qian,et al.  A load–deformation formulation for CHS X- and K-joints in push-over analyses , 2013 .

[15]  Brian Moran,et al.  Energy release rate along a three-dimensional crack front in a thermally stressed body , 1986, International Journal of Fracture.

[16]  Jaap Wardenier,et al.  Simulation of Ductile Fracture of Circular Hollow Section Joints Using the Gurson Model , 2005 .

[17]  E. M. Dexter,et al.  Static Strength of Axially Loaded Tubular K-Joints. I: Behavior , 1999 .

[18]  Xudong Qian,et al.  An out-of-plane length scale for ductile crack extensions in 3-D SSY models for X65 pipeline materials , 2011 .

[19]  F. M. Burdekin The fracture behaviour of a welded tubular joint––an ESIS TC1-3 round robin on failure assessment methods: Part III-UK BS7910 methodology , 2002 .

[20]  Adrian F. Dier,et al.  A Non-Linear Tubular Joint Response Model for Pushover Analysis , 2002 .

[21]  Mamdouh M. Salama,et al.  Mixed-mode stress intensity factor solutions of a warped surface flaw by three-dimensional finite element analysis , 1987 .

[22]  J. Haswell SIMPLE MODELS FOR PREDICTING STRESS INTENSITY FACTORS FOR TUBULAR JOINTS , 1991 .

[23]  A. Gurson Continuum Theory of Ductile Rupture by Void Nucleation and Growth: Part I—Yield Criteria and Flow Rules for Porous Ductile Media , 1977 .

[24]  Erling Østby,et al.  Ultimate fracture capacity of pressurised pipes with defects – Comparisons of large scale testing and numerical simulations , 2008 .

[25]  J. Rice A path-independent integral and the approximate analysis of strain , 1968 .

[26]  Bjørn Skallerud,et al.  INELASTIC LINE SPRINGS IN NON‐LINEAR ANALYSIS OF CRACKED TUBULAR JOINTS , 1995 .

[27]  Alberto Carpinteri,et al.  Ductile-brittle transition by varying structural size , 1985 .

[28]  Jihad S. Jubran,et al.  Ultimate strength analysis of structural components using the continuum damage mechanics approach , 1991 .

[29]  Xudong Qian Failure assessment diagrams for circular hollow section X- and K-joints , 2013 .

[30]  Bjørn Skallerud,et al.  A mixed mode I/II inelastic line spring , 1996 .

[31]  Yoo Sang Choo,et al.  A load–deformation formulation with fracture representation based on the J–R curve for tubular joints , 2013 .

[32]  R. H. Dodds,et al.  Simulation of ductile crack growth using computational cells: numerical aspects , 2000 .

[33]  H. Chong Rhee Stress intensity factor evaluation from displacements along arbitrary crack tip radial lines for warped surface flaws , 1989 .

[34]  Xudong Qian,et al.  Ductile tearing assessment of high-strength steel X-joints under in-plane bending , 2013 .

[35]  H. Bolt Results from Large Scale Ultimate Strength Tests of K-Braced Jacket Frame Structures , 1995 .

[36]  Uwe Zerbst,et al.  The fracture behaviour of a welded tubular joint––an ESIS TC1.3 round robin on failure assessment methods: Part I: experimental data base and brief summary of the results , 2002 .

[37]  Jaap Wardenier,et al.  An Automatic FE Mesh Generator For CHS Tubular Joints , 2002 .

[38]  Xudong Qian,et al.  Stress-intensity factors for circular hollow section V-joints with a rack-plate chord , 2009 .

[39]  Xudong Qian,et al.  An eta-approach to evaluate the elastic–plastic energy release rate for weld-toe cracks in tubular K-joints , 2013 .

[40]  D. Bowness,et al.  Estimation of stress intensity factor solutions for weld toe cracks in offshore tubular joints , 2002 .

[41]  J. Lemaître How to use damage mechanics , 1984 .

[42]  D. Bowness,et al.  Weld toe magnification factors for semi-elliptical cracks in T-butt joints: comparison with existing solutions , 2000 .

[43]  Christian Thaulow,et al.  A complete Gurson model approach for ductile fracture , 2000 .

[44]  J. Lemaître A CONTINUOUS DAMAGE MECHANICS MODEL FOR DUCTILE FRACTURE , 1985 .

[45]  Robert A. Ainsworth,et al.  The fracture behaviour of a welded tubular joint—an ESIS TCI-3 round robin on failure assessment methods Part II: R6 analysis , 2002 .

[46]  John R. Rice,et al.  Some further results of J-integral analysis and estimates. , 1973 .