DC FieldValueLanguage
dc.contributor.authorWeidlich, Ingo-
dc.date.accessioned2022-09-13T15:17:03Z-
dc.date.available2022-09-13T15:17:03Z-
dc.date.issued2017-06-
dc.identifier.issn1876-6102en_US
dc.identifier.urihttps://repos.hcu-hamburg.de/handle/hcu/737-
dc.description.abstractSeen from an international perspective preinsulated bonded pipe systems dominate in heat distribution. These pipe systems are usually buried in sand and soil-pipe interaction hinders thermal strains, which make economic solutions for bow- and T-sections possible. For static design pipe-soil interaction must be known as accurate as possible. However, several parameters are influencing the quantity of the expected soil reaction. Main influencing factors are dependent on the used bedding material and geometry. Furthermore current research results made additional soil-phenomena evident, which are hardening effects and stress redistribution during operation. A new calculation approach for the axial soil reaction was developed in 2015 based on existing test results and numerical simulations. A sensitivity analyses were carried out to estimate the significance of relevant parameters and the existing calculation approaches. This paper identifies the significant parameters and suggests parameter sets for lowest and highest axial soil reaction. Two main boundary situations are taken into account a) first movement b) during operation.en
dc.language.isoenen_US
dc.publisherElsevier-
dc.relation.ispartofEnergy Procediaen_US
dc.subjectburied pipe designen
dc.subjectpipe soil interactionen
dc.subjectfriction forceen
dc.subject.ddc624: Ingenieurbau und Umwelttechnik-
dc.titleSensitivity Analysis On The Axial Soil Reaction Due To Temperature Induced Pipe Movementsen
dc.typeArticle-
dc.relation.conference15th International Symposium on District Heating and Cooling (DHC15-2016), 4-7 September 2016, Seoul, South Koreaen_US
dc.type.diniarticle-
dc.type.driverarticle-
dc.rights.cchttps://creativecommons.org/licenses/by-nc-nd/4.0/en_US
dc.type.casraiJournal Article-
dcterms.DCMITypeText-
tuhh.identifier.urnurn:nbn:de:gbv:1373-repos-9415-
tuhh.oai.showtrueen_US
tuhh.publisher.doi10.1016/j.egypro.2017.05.083-
tuhh.publication.instituteTechnisches Infrastrukturmanagementen_US
tuhh.type.opus(wissenschaftlicher) Artikel-
tuhh.container.volume116en_US
tuhh.container.startpage365en_US
tuhh.container.endpage373en_US
tuhh.type.rdmfalse-
openaire.rightsinfo:eu-repo/semantics/openAccessen_US
item.grantfulltextopen-
item.languageiso639-1en-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.fulltextWith Fulltext-
item.cerifentitytypePublications-
item.creatorOrcidWeidlich, Ingo-
item.creatorGNDWeidlich, Ingo-
item.openairetypeArticle-
crisitem.author.deptTechnisches Infrastrukturmanagement-
crisitem.author.orcid0000-0003-2653-0133-
Appears in CollectionPublikationen (mit Volltext)
Files in This Item:
File Description SizeFormat
1-s2.0-S1876610217322907-main.pdf599.19 kBAdobe PDFView/Open
Show simple item record

Page view(s)

166
checked on Jul 3, 2024

Download(s)

56
checked on Jul 3, 2024

Google ScholarTM

Check

Export

This item is licensed under a Creative Commons License Creative Commons