Prediction of pipeline strain demand under ground movement using a neural network-enhanced finite difference method

Pipelines are vulnerable to permanent ground movement induced by geohazards, which can lead to excessive strain and potential structural failure. Accurate prediction of strain demand is essential for ensuring pipeline safety and supporting geohazard risk assessment. A recently developed finite difference method (FDM)-based framework for pipeline strain analysis has demonstrated strong potential as a fast and practical tool. However, this framework relies on a bilinear stress–strain assumption that allows closed-form expressions for internal forces. For more general nonlinear hardening models, such closed-form solutions are not available, and internal forces must instead be evaluated through numerical integration, resulting in a substantial increase in computational cost. This study proposes a neural network-enhanced finite difference method (NN-FDM) to address this limitation. Neural network surrogates are trained to replace numerical integration in the evaluation of internal forces, thereby enabling the incorporation of general nonlinear hardening behavior within the FDM framework. Additional robustness enhancement strategies are implemented to ensure stable iterative convergence. Two case studies with both bilinear and nonlinear hardening conditions are conducted to examine the effectiveness of NN-FDM. Results demonstrate that NN-FDM maintains comparable accuracy to original FDM for bilinear cases while showing significant advantages for nonlinear hardening scenarios, achieving high accuracy and substantially improved computational performance. The method’s applicability is further validated against four existing analytical solutions for buried pipelines subjected to strike-slip faulting. The proposed method provides a simple and general framework for evaluating pipeline strain demand across a wide range of constitutive models and shows strong potential as an efficient tool for rapid assessment and pre-screening applications in geohazard-prone areas. • NN-FDM predicts the pipeline response to geohazard-induced ground movement. • NN-FDM replaces costly numerical integration with neural network surrogates. • NN-FDM achieves high accuracy and efficiency under nonlinear hardening behavior. • NN-FDM evaluates pipeline strain demand under a wide range of constitutive models.

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Publication Details

Journal
Engineering Structures
Published
2025-10-22
DOI
https://doi.org/10.1016/j.engstruct.2025.121623
Primary Topic
Geotechnical Engineering and Underground Structures
Type
article
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article

Prediction of pipeline strain demand under ground movement using a neural network-enhanced finite difference method

Qipei Mei, Beilei Ji, Nader Yoosef‐Ghodsi, Samer Adeeb
Engineering Structures
Geotechnical Engineering and Underground Structures
article

Prediction of pipeline strain demand under ground movement using a neural network-enhanced finite difference method

Qipei Mei, Beilei Ji, Nader Yoosef‐Ghodsi, Samer Adeeb
article en

Abstract

Pipelines are vulnerable to permanent ground movement induced by geohazards, which can lead to excessive strain and potential structural failure. Accurate prediction of strain demand is essential for ensuring pipeline safety and supporting geohazard risk assessment. A recently developed finite difference method (FDM)-based framework for pipeline strain analysis has demonstrated strong potential as a fast and practical tool. However, this framework relies on a bilinear stress–strain assumption that allows closed-form expressions for internal forces. For more general nonlinear hardening models, such closed-form solutions are not available, and internal forces must instead be evaluated through numerical integration, resulting in a substantial increase in computational cost. This study proposes a neural network-enhanced finite difference method (NN-FDM) to address this limitation. Neural network surrogates are trained to replace numerical integration in the evaluation of internal forces, thereby enabling the incorporation of general nonlinear hardening behavior within the FDM framework. Additional robustness enhancement strategies are implemented to ensure stable iterative convergence. Two case studies with both bilinear and nonlinear hardening conditions are conducted to examine the effectiveness of NN-FDM. Results demonstrate that NN-FDM maintains comparable accuracy to original FDM for bilinear cases while showing significant advantages for nonlinear hardening scenarios, achieving high accuracy and substantially improved computational performance. The method’s applicability is further validated against four existing analytical solutions for buried pipelines subjected to strike-slip faulting. The proposed method provides a simple and general framework for evaluating pipeline strain demand across a wide range of constitutive models and shows strong potential as an efficient tool for rapid assessment and pre-screening applications in geohazard-prone areas. • NN-FDM predicts the pipeline response to geohazard-induced ground movement. • NN-FDM replaces costly numerical integration with neural network surrogates. • NN-FDM achieves high accuracy and efficiency under nonlinear hardening behavior. • NN-FDM evaluates pipeline strain demand under a wide range of constitutive models.

Engineering StructuresVol. 346
University of Alberta (CA)
Openalex Percentile: Top 68%
Geotechnical Engineering and Underground Structures
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