Failure Pressure Prediction of a Corroded Pipeline with Longitudinally Interacting Corrosion Defects Subjected to Combined Loadings Using FEM and ANN

Machine learning tools are increasingly adopted in various industries because of their excellent predictive capability, with high precision and high accuracy. In this work, analytical equations to predict the failure pressure of a corroded pipeline with longitudinally interacting corrosion defects subjected to combined loads of internal pressure and longitudinal compressive stress were derived, based on an artificial neural network (ANN) model trained with data obtained from the finite element method (FEM). The FEM was validated against full-scale burst tests and subsequently used to simulate the failure of a pipeline with various corrosion geometric parameters and loadings. The results from the finite element analysis (FEA) were also compared with the Det Norske Veritas (DNV-RP-F101) method. The ANN model was developed based on the training data from FEA and its performance was evaluated after the model was trained. Analytical equations to predict the failure pressure were derived based on the weights and biases of the trained neural network. The equations have a good correlation value, with an R2 of 0.9921, with the percentage error ranging from −9.39% to 4.63%, when compared with FEA results.

[1]  S. Karuppanan,et al.  Finite element analyses of corroded pipeline with single defect subjected to internal pressure and axial compressive stress , 2020 .

[2]  Divino J. S. Cunha,et al.  Failure pressure prediction of corroded pipes under combined internal pressure and axial compressive force , 2019, Journal of the Brazilian Society of Mechanical Sciences and Engineering.

[3]  E. Diemuodeke,et al.  Model for remaining strength estimation of a corroded pipeline with interacting defects for oil and gas operations , 2019, Cogent Engineering.

[4]  Behrooz Keshtegar,et al.  Reliability analysis of low, mid and high-grade strength corroded pipes based on plastic flow theory using adaptive nonlinear conjugate map , 2018, Engineering Failure Analysis.

[5]  Behrooz Keshtegar,et al.  Modified response surface method basis harmony search to predict the burst pressure of corroded pipelines , 2018, Engineering Failure Analysis.

[6]  Renato S. Motta,et al.  Comparative studies for failure pressure prediction of corroded pipelines , 2017 .

[7]  Kui Xu,et al.  Probabilistic analysis of corroded pipelines based on a new failure pressure model , 2017 .

[8]  Faisal Khan,et al.  Revised burst model for pipeline integrity assessment , 2017 .

[9]  Jae-Myung Lee,et al.  Corroded pipeline failure analysis using artificial neural network scheme , 2017, Adv. Eng. Softw..

[10]  C. Han Failure Pressure Analysis of the Pipe with Inner Corrosion Defects by FEM , 2016 .

[11]  Sajjad Tohidi,et al.  Load-carrying capacity of locally corroded steel plate girder ends using artificial neural network , 2016 .

[12]  Xin Li,et al.  Failure pressure analysis of corroded moderate-to-high strength pipelines , 2016 .

[13]  李昕,et al.  Failure Pressure Analysis of Corroded Moderate-to-High Strength Pipelines , 2016 .

[14]  Mohammad Reza Bahaari,et al.  Predicting the limit pressure capacity of pipe elbows containing single defects , 2015 .

[15]  N. Taylor,et al.  The Effect of Bending and Axial Compression on Pipeline Burst Capacity , 2015 .

[16]  Jeom Kee Paik,et al.  Residual strength of corroded subsea pipelines subject to combined internal pressure and bending moment , 2015 .

[17]  Xin Li,et al.  Failure analysis of high strength pipeline with single and multiple corrosions , 2015 .

[18]  B. Keshtegar,et al.  Reliability analysis of corroded pipes using conjugate HL–RF algorithm based on average shear stress yield criterion , 2014 .

[19]  M. K. Khalajestani,et al.  Investigation of pressurized elbows containing interacting corrosion defects , 2014 .

[20]  Naiyu Wang,et al.  Evaluating Fitness-for-Service of Corroded Metal Pipelines: Structural Reliability Bases , 2014 .

[21]  Mahesh Panchal,et al.  Review on Methods of Selecting Number of Hidden Nodes in Artificial Neural Network , 2014 .

[22]  Woo-sik Kim,et al.  Load bearing capacity of API X65 pipe with dent defect under internal pressure and in-plane bending , 2012 .

[23]  Chanyalew Taye Belachew,et al.  Burst Strength Analysis of Corroded Pipelines by Finite Element Method , 2011 .

[24]  Chang-Kyun Oh,et al.  Effects of local wall thinning on net-section limit loads for pipes under combined pressure and bending , 2009 .

[25]  R. C. C. Silva,et al.  A study of pipe interacting corrosion defects using the FEM and neural networks , 2007, Adv. Eng. Softw..

[26]  P Hopkins,et al.  Best practice for the assessment of defects in pipelines – Corrosion , 2007 .

[27]  Yun‐Jae Kim,et al.  Limit Loads for Pipe Bends under Combined Pressure and in-Plane Bending Based on Finite Element Limit Analysis , 2006 .

[28]  Edmundo Q. de Andrade,et al.  Burst Tests on Pipeline Containing Interacting Corrosion Defects , 2005 .

[29]  Woo-Sik Kim,et al.  The Evaluation of Failure Pressure for Corrosion Defects Within Girth or Seam Weld in Transmission Pipelines , 2004 .

[30]  E. H. Cramer,et al.  Residual Strength of Corroded Pipelines, DNV Test Results , 2000 .

[31]  Ceng-dian Liu,et al.  Neural network applied to prediction of the failure stress for a pressurized cylinder containing defects , 1999 .

[32]  M. F. Kanninen,et al.  Numerical Simulations of Full-Scale Corroded Pipe Tests With Combined Loading , 1997 .

[33]  Robert E. Melchers,et al.  Reliability estimation of pressurised pipelines subject to localised corrosion defects , 1996 .

[34]  Marina Q. Smith,et al.  New procedures for the residual strength assessment of corroded pipe subjected to combined loads , 1996 .

[35]  Mohammad Bagher Menhaj,et al.  Training feedforward networks with the Marquardt algorithm , 1994, IEEE Trans. Neural Networks.

[36]  J F Kiefner,et al.  EVALUATING PIPE--1. NEW METHOD CORRECTS CRITERION FOR EVALUATING CORRODED PIPE , 1990 .