Zobrazeno 1 - 10
of 12
pro vyhledávání: '"David A.S. Bruton"'
Autor:
David A.S. Bruton
Publikováno v:
Encyclopedia of Maritime and Offshore Engineering
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a6d863a1d6462928d54d75c105034ade
https://doi.org/10.1002/9781118476406.emoe559
https://doi.org/10.1002/9781118476406.emoe559
Publikováno v:
SPE Projects, Facilities & Construction. 3:1-9
Summary This paper addresses the phenomenon of pipeline walking, which can cause cumulative axial displacement of a whole pipeline, leading to potential failures at tie-ins or risers. This phenomenon can massively complicate the design of deepwater f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ebf9a11bdb4a76858c87a2629b56b1ca
https://doi.org/10.2118/120022-pa
https://doi.org/10.2118/120022-pa
Publikováno v:
Scopus-Elsevier
University of Western Australia
University of Western Australia
This paper addresses lateral pipe/soil interaction behavior at the large displacements that occur with lateral buckling of a pipeline. Force-displacement-response models were developed by the Safe-buck joint-industry project (JIP) to replace the use
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5ff82dd7fbddb12250eed44ad0fdce34
https://doi.org/10.2118/106847-pa
https://doi.org/10.2118/106847-pa
Autor:
Malcolm D. Bolton, Thomas Langford, David White, A.J. Hill, David A.S. Bruton, Jean-Christophe Ballard
Publikováno v:
All Days.
Abstract This paper outlines recent research into axial pipe-soil interaction from the geotechnical elements of the SAFEBUCK Joint Industry Project. The operational axial pipe-soil friction strongly influences the initiation and cyclic development of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::28a379c3f959b4d86e5613f280525a96
https://doi.org/10.4043/21249-ms
https://doi.org/10.4043/21249-ms
Publikováno v:
All Days.
Abstract The SAFEBUCK JIP was initiated to develop methodologies to deliver a safe and effective pipeline design that admits lateral buckling. A key limit state for designing to accommodate lateral buckling is local buckling. Local buckling is driven
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a2eac802e649cf81bce97cdfee6b1e2e
https://doi.org/10.4043/21668-ms
https://doi.org/10.4043/21668-ms
Autor:
David A.S. Bruton, Malcolm Carr
Publikováno v:
All Days.
Abstract This paper summarizes key areas of research and development undertaken by the SAFEBUCK Joint Industry Project (JIP), including the development of engineering models and the testing of pipe-soil interaction, fatigue and local buckling. The SA
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3c69039a6369d4d89b67d16eb84d4dee
https://doi.org/10.4043/21671-ms
https://doi.org/10.4043/21671-ms
Publikováno v:
All Days.
Abstract Pipeline walking is a phenomenon that causes global axial movement of a whole pipeline. Pipeline walking has been observed on a number of pipelines to date and if left uncontrolled can lead to potential failures at connections or risers. Des
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ca399f4d14ce219e6ef8884096860f07
https://doi.org/10.4043/20750-ms
https://doi.org/10.4043/20750-ms
Publikováno v:
Volume 3: Pipeline and Riser Technology.
Subsea pipelines are increasingly being required to operate at higher temperatures and pressures. The natural tendency of such a pipeline is to relieve the resulting high axial stress in the pipe-wall by buckling. Uncontrolled buckling can have serio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::278a7b88cc86e28c18769ad539494cf0
https://doi.org/10.1115/omae2009-79434
https://doi.org/10.1115/omae2009-79434
Pipe-Soil Interaction With Flowlines During Lateral Buckling and Pipeline Walking - The SAFEBUCK JIP
Publikováno v:
All Days.
Abstract This paper addresses the influence of pipe-soil interaction on the design of pipelines susceptible to lateral buckling and pipeline-walking. The pipe-soil response is the largest uncertainty in the design of such systems, and has a significa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0e48fd0e35ec472d311cdb8c1a9c33c3
https://doi.org/10.4043/19589-ms
https://doi.org/10.4043/19589-ms
Publikováno v:
Volume 3: Pipeline and Riser Technology; CFD and VIV.
High-performance insulated pipelines are designed for long cool-down times in operation. During the installation of such pipelines, the heat within the pipe as it leaves the lay vessel is not easily lost to the surrounding seawater. The ambient tempe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d6e7aad1f5ffa6b8b5dead5d89bc06da
https://doi.org/10.1115/omae2007-29317
https://doi.org/10.1115/omae2007-29317