Development of a Tensile Strain Capacity Predictive Model for American Petroleum Institute 5L X42 Welded Vintage Pipelines

Author:

Agbo Sylvester1,Imanpour Ali1,Li Yong1,Kainat Muntaseer2,Yoosef-Ghodsi Nader2,Cheng J. J. Roger1,Adeeb Samer1

Affiliation:

1. Department of Civil & Environmental Engineering, University of Alberta, 7-203 Donadeo Innovation Centre for Engineering, 9211 - 116 Street NW, Edmonton T6G 1H9, AB, Canada

2. Enbridge Pipelines, Inc., 10175 101 Street NW, Edmonton, AB T5J0H5, Canada

Abstract

Abstract Pipelines can be exposed to a wide variety of loads, depending on the environments and the area of application. These loads may impose large longitudinal plastic strain on pipelines, which could constitute a significant threat to the structural capacity of the pipeline. Reliable calibration of the strain capacity of pipelines plays an important role in the strain-based design (SBD) method. In this paper, a tensile strain capacity (TSC) predictive model (an equation) for welded X42 vintage pipes has been developed by conducting nonlinear parametric analysis followed by nonlinear regression analysis. First, our previously validated extended finite element method (XFEM) model was used to demonstrate the applicability of the XFEM in simulating full-scale ductile fracture response of pipelines subjected to biaxial loading, using pressurized American Petroleum Institute (API) 5L X42 vintage pipes subjected to four-point bending. Second, a parametric study investigating the effects of pipe and defect geometries as well as loading on the pipe TSC is presented. The nonlinear parameterization using XFEM was conducted in abaqus/standard. The TSC trends obtained for the various parameters considered were examined to derive appropriate individual variable functions for each parameter while taking any significant interactions between the parameters into consideration. Also, a nonlinear regression analysis is employed to develop a nonlinear semi-empirical model for predicting the TSC. The results obtained from the developed TSC predictive model (TSCvin.) was compared with those evaluated using the validated XFEM models. The results showed good agreement. Finally, statistical analysis was conducted to ensure the model is unbiased and predicts conservative TSCs by modifying the model using probabilistic error analysis. The modified model is capable of increasing the confidence level in the predicted TSC hence becoming a practical tool for reliable prediction of TSC of X42 vintage pipes needed for conducting pipeline integrity assessment. This modified predictive model is useful in practical applications because it provides a quantifiable degree of conservatism and reliability to the predicted TSCs.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Safety, Risk, Reliability and Quality

Reference19 articles.

1. Fracture Control—Offshore Pipelines JIP. Use of Abaqus Explicit Simulations of Ductile Tearing in Pipes With Defects Loaded Beyond Yielding,2008

2. Ndubuaku, O., 2019, “ A New Material Characterization Approach for Evaluating the Deformational Capacity of Onshore Pipelines,” Ph.D. dissertation, Structural Engineering, University of Alberta, Edmonton, AB.10.7939/r3-38cj-3035

3. Second Generation Models for Strain-Based Design,2011

4. Evolution of Linepipe Manufacturing and Its Implications on Weld Properties and Pipeline Service,2016

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