Latest revision as of 03:51, 2 February 2021

Abstract

methodology is presented on assessing the effectiveness of flexible joints in mitigating the consequences of faulting on buried steel pipelines through a comprehensive analysis that incorporates the uncertainty of fault displacement magnitude and the response of the pipeline itself. The proposed methodology is a two-step process. In the first step the probabilistic nature of the fault displacement magnitude is evaluated by applying the Probabilistic Fault Displacement Hazard Analysis, considering also all pertinent uncertainties. The second step is the “transition” from seismological data to the pipeline structural response through the fault displacement components as the adopted vector intensity measure. To mitigate the consequences of faulting on pipelines, flexible joints between pipeline parts are proposed as innovative measure for reducing the deformation of pipeline walls. Thus, the mechanical behavior of continuous pipelines and pipelines with flexible joints is numerically assessed and strains are extracted in order to develop the corresponding strain hazard curves. The latter are a useful engineering tool for pipeline – fault crossing risk assessment and for the effectiveness evaluation of flexible joints as innovative mitigating measures against the consequences of faulting on pipelines.Copyright © 2015 by ASME

Original document

The different versions of the original document can be found in:

• http://users.ntua.gr/divamva/docs/Conferences/melissianos-vamva-gantes_prPVP2015_PipelineFault.pdf

• http://asmedigitalcollection.asme.org/PVP/proceedings-pdf/doi/10.1115/PVP2015-45345/2546586/v008t08a031-pvp2015-45345.pdf,

http://dx.doi.org/10.1115/pvp2015-45345

• http://users.ntua.gr/divamva/docs/Conferences/melissianos-vamva-gantes_prPVP2015_PipelineFault.pdf,

https://asmedigitalcollection.asme.org/PVP/proceedings/PVP2015/57034/V008T08A031/282985,

https://proceedings.asmedigitalcollection.asme.org/proceeding.aspx?articleid=2472400,

http://proceedings.asmedigitalcollection.asme.org/proceeding.aspx?articleid=2472400,

https://academic.microsoft.com/#/detail/2177523479