Detailed Information

Cited 7 time in webofscience Cited 10 time in scopus
Metadata Downloads

Full-scale field test for buried glass-fiber reinforced plastic pipe with large diameter

Full metadata record
DC Field Value Language
dc.contributor.authorLee, Young-Geun-
dc.contributor.authorKim, Sun-Hee-
dc.contributor.authorPark, Joon-Seok-
dc.contributor.authorKang, Jun Won-
dc.contributor.authorYoon, Soon-Jong-
dc.date.available2021-03-17T10:43:30Z-
dc.date.created2020-07-06-
dc.date.issued2015-02-
dc.identifier.issn0263-8223-
dc.identifier.urihttps://scholarworks.bwise.kr/hongik/handle/2020.sw.hongik/13675-
dc.description.abstractIn this paper, we present the result of full-scale field test for buried glass fiber reinforced thermosetting polymer plastic (GFRP) pipes with large diameter (inner diameter of 2400 mm). Installation of pipe takes 10 days to complete 16 m depth backfilling layer by layer. The vertical and horizontal ring deflections are measured for 387 days. The short-term deflection measured by the field test is compared with the result predicted by the Iowa formula and the finite-difference analysis (FDA). As a result, the value calculated by the Iowa formula tends to overestimate to a considerable extent. Vertical and horizontal ring deflections calculated by the FDA agreed with test results. In addition, the long-term ring deflection is predicted by using the procedure suggested in ASTM D 5365 in the range of 40-60 years of service life of the pipe based on the experimental results. From the study, it was found that the long-term vertical ring deflection up to 60 years is less than the 5% ring deflection limitation. (C) 2014 Elsevier Ltd. All rights reserved.-
dc.language영어-
dc.language.isoen-
dc.publisherELSEVIER SCI LTD-
dc.subjectPOLYESTER POLYMER MORTARS-
dc.subjectWINDING ANGLE-
dc.subjectFAILURE-
dc.subjectBEHAVIOR-
dc.subjectPREDICTION-
dc.subjectPRESSURE-
dc.titleFull-scale field test for buried glass-fiber reinforced plastic pipe with large diameter-
dc.typeArticle-
dc.contributor.affiliatedAuthorKang, Jun Won-
dc.contributor.affiliatedAuthorYoon, Soon-Jong-
dc.identifier.doi10.1016/j.compstruct.2014.10.002-
dc.identifier.scopusid2-s2.0-84908568373-
dc.identifier.wosid000347264800015-
dc.identifier.bibliographicCitationCOMPOSITE STRUCTURES, v.120, pp.167 - 173-
dc.relation.isPartOfCOMPOSITE STRUCTURES-
dc.citation.titleCOMPOSITE STRUCTURES-
dc.citation.volume120-
dc.citation.startPage167-
dc.citation.endPage173-
dc.type.rimsART-
dc.type.docTypeArticle-
dc.description.journalClass1-
dc.description.journalRegisteredClassscie-
dc.description.journalRegisteredClassscopus-
dc.relation.journalResearchAreaMechanics-
dc.relation.journalResearchAreaMaterials Science-
dc.relation.journalWebOfScienceCategoryMechanics-
dc.relation.journalWebOfScienceCategoryMaterials Science, Composites-
dc.subject.keywordPlusPOLYESTER POLYMER MORTARS-
dc.subject.keywordPlusWINDING ANGLE-
dc.subject.keywordPlusFAILURE-
dc.subject.keywordPlusBEHAVIOR-
dc.subject.keywordPlusPREDICTION-
dc.subject.keywordPlusPRESSURE-
dc.subject.keywordAuthorRing deflection-
dc.subject.keywordAuthorExperiment-
dc.subject.keywordAuthorFinite-difference analysis-
dc.subject.keywordAuthorShort-term deflection-
dc.subject.keywordAuthorLong-term deflection-
Files in This Item
There are no files associated with this item.
Appears in
Collections
College of Engineering > Civil Engineering Major > 1. Journal Articles
College of Engineering > Civil and Environmental Engineering > Journal Articles

qrcode

Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.

Related Researcher

Researcher Kang, Jun Won photo

Kang, Jun Won
Engineering (Civil and Environmental Engineering)
Read more

Altmetrics

Total Views & Downloads

BROWSE