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Arabian Journal for Science and Engineering
Erschienen in: Arabian Journal for Science and Engineering 10/2020

16.07.2020 | Research Article-Civil Engineering

Numerical Investigation on the Deformational Behavior of Continuous Buried Pipelines Under Reverse Faulting

verfasst von: Amin Monshizadeh Naeen, Ehsan Seyedi Hosseininia

Erschienen in: Arabian Journal for Science and Engineering | Ausgabe 10/2020

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Abstract

Steel pipelines are vulnerable to the movements of active faults. Few studies focused on reverse faults. The deformational behavior of buried steel pipelines crossing an active reverse fault is investigated in this paper by applying 3D continuum finite element modeling. Numerical simulations indicate that local buckling (or wrinkling) mode of failure is more sensitive to the pipeline rather than tensile failure mode. The results were also confirmed by the experiment. Based on parametric studies, the pipeline capacity against failure can be significantly improved by reducing the burial depth and the pipe thickness ratio. Besides, the soil consistency around the pipe has a great effect on the behavior of buried pipelines. Furthermore, it is found out that the failed pipeline sections would be generated in longer distance from the fault plane as the soil behaves more softly or the pipeline is more flexible. These findings can lead the designers to have a safer and economic design of pipelines crossing reverse faulting zones.
Vorheriger Artikel Probabilistic Seismic Resilience-Based Cost–Benefit Analysis for Bridge Retrofit Assessment
Nächster Artikel Control Effect Analysis of a Bridge under Control of Neutral Equilibrium Mechanisms (NEMs) as Multiple Virtual Piers

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Metadaten
Titel
Numerical Investigation on the Deformational Behavior of Continuous Buried Pipelines Under Reverse Faulting
verfasst von
Amin Monshizadeh Naeen
Ehsan Seyedi Hosseininia
Publikationsdatum
16.07.2020
Verlag
Springer Berlin Heidelberg
Erschienen in
Arabian Journal for Science and Engineering / Ausgabe 10/2020
Print ISSN: 2193-567X
Elektronische ISSN: 2191-4281
DOI
https://doi.org/10.1007/s13369-020-04766-2

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