Fatigue, Repair, and Advanced Modeling in Petrochemical Infrastructure

This study critically assesses the limitations of conventional Tungsten Inert Gas (TIG) thermal repair for fatigue-cracked carbon steel nozzle junctions in petrochemical infrastructure. Advanced coupled thermomechanical fracture mechanics simulations reveal that TIG welding induces tensile residual stresses exceeding 300 MPa and embeds refractory tungsten inclusions, which amplify local stresses by over 45% and nucleate cracks, curtailing repaired service life to under 5.1 years-versus a 20-year baseline. In contrast, an externally bonded Carbon Fiber Reinforced Polymer (CFRP-Epoxy) patch restores ~50% of baseline structural capacity by bridging the flaw and redistributing loads, without thermal degradation. We introduce and validate a hybrid repair protocol: initial TIG sealing followed by CFRP reinforcement. This synergistically mitigates thermal drawbacks, yielding a ~75% service life extension while enhancing corrosion resistance. These findings redefine fatigue repair paradigms, offering predictive maintenance strategies for high-value energy assets.

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Publication Details

Journal
Zenodo (CERN European Organization for Nuclear Research)
Published
2026-02-06
DOI
https://doi.org/10.5281/zenodo.18509335
Primary Topic
Fatigue and fracture mechanics
Type
article
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article

Fatigue, Repair, and Advanced Modeling in Petrochemical Infrastructure

D. Benzerga, Faycal Sotehi
Zenodo (CERN European Organization for Nuclear Research)
Fatigue and fracture mechanics
article

Fatigue, Repair, and Advanced Modeling in Petrochemical Infrastructure

D. Benzerga, Faycal Sotehi
article en

Abstract

This study critically assesses the limitations of conventional Tungsten Inert Gas (TIG) thermal repair for fatigue-cracked carbon steel nozzle junctions in petrochemical infrastructure. Advanced coupled thermomechanical fracture mechanics simulations reveal that TIG welding induces tensile residual stresses exceeding 300 MPa and embeds refractory tungsten inclusions, which amplify local stresses by over 45% and nucleate cracks, curtailing repaired service life to under 5.1 years-versus a 20-year baseline. In contrast, an externally bonded Carbon Fiber Reinforced Polymer (CFRP-Epoxy) patch restores ~50% of baseline structural capacity by bridging the flaw and redistributing loads, without thermal degradation. We introduce and validate a hybrid repair protocol: initial TIG sealing followed by CFRP reinforcement. This synergistically mitigates thermal drawbacks, yielding a ~75% service life extension while enhancing corrosion resistance. These findings redefine fatigue repair paradigms, offering predictive maintenance strategies for high-value energy assets.

Zenodo (CERN European Organization for Nuclear Research)
Université des Sciences et de la Technologie d'Oran Mohamed Boudiaf (DZ)
Industry, innovation and infrastructure
Openalex Percentile: Top 65%
Fatigue and fracture mechanics
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