Plastic limit load analysis for pressure pipe with incomplete welding defects based on the extended Net Section Collapse Criteria

With von Mises yield criterion, the loading range of Net Section Collapse (NSC) Criteria is extended from combined tension and bending loadings to combined bending, torsion and internal pressure loadings. A new theoretical analyzing method of plastic limit load for pressure pipe with incomplete welding defects based on the extended NSC Criteria is presented and the correlative formulas are deduced, the influences of pipe curvature, circumferential length and depth of incomplete welding defects on the plastic limit load of pressure pipe are considered as well in this method. Meanwhile, according to the orthogonal experimental design method, the plastic limit loads are calculated by the finite element method and compared with the theoretical values. The results show that the expressions of plastic limit load of pressure pipe with incomplete welding defects under bending, torsion and internal pressure based on extended NSC criteria are reliable. The study provides an important theoretical basis for the establishment of safety assessment measure towards pressure pipe with incomplete welding defects.

[1]  Do-Jun Shim,et al.  Failure strength assessment of pipes with local wall thinning under combined loading based on finite element analyses , 2004 .

[2]  Wang Xiao-fang Safety Test Research of Pressure Pipes Containing Incomplete Welding Defects , 2008 .

[3]  Masayuki Kamaya,et al.  Failure pressure of straight pipe with wall thinning under internal pressure , 2008 .

[4]  M. F. Kanninen,et al.  Towards an elastic-plastic fracture mechanics predictive capability for reactor piping , 1978 .

[5]  Katsumasa Miyazaki,et al.  Prediction of Fully Plastic Collapse Stresses for Pipes With Two Circumferential Flaws , 2009 .

[6]  Sharif Rahman,et al.  Net-section-collapse analysis of circumferentially cracked cylinders—part I: arbitrary-shaped cracks and generalized equations , 1998 .

[7]  Lou Yi Study on expertise of expert system for safety assessment of in\|service pressure pipelines containing defects , 2000 .

[8]  Keshab K. Dwivedy,et al.  An Improvement in the Code Evaluation of Flawed Pipes , 2007 .

[9]  S. Rahman Net-section-collapse analysis of circumferentially cracked cylinders—Part II: idealized cracks and closed-form solutions , 1998 .

[10]  He Li,et al.  Modified expression for estimating the limit bending moment of local corroded pipeline , 2004 .

[11]  Yunmin Kim,et al.  Development of limit load solutions for corroded gas pipelines , 2003 .

[12]  Kunio Hasegawa,et al.  Net-section limit load approach for failure strength estimates of pipes with local wall thinning , 2006 .

[13]  Kunio Hasegawa,et al.  Fracture behavior of straight pipe and elbow with local wall thinning , 2002 .