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Theoretische und praktische Entwicklung einer aufgeklebten CFK Stahlbetonverstärkung unter Berücksichtigung der vollständigen Kompatibilität zum Betonstahl

dc.contributor.authorSedlmair, Roman
dc.date.accessioned2025-03-08T09:08:41Z
dc.date.available2025-03-08T09:08:41Z
dc.date.issued2021
dc.date.submitted2021-10-13T13:54:05Z
dc.identifierONIX_20211013_9783731510482_44
dc.identifier1869-912X
dc.identifierhttps://library.oapen.org/handle/20.500.12657/50993
dc.identifier.urihttps://doab-dev.siscern.org/handle/20.500.12854/191239
dc.description.abstractComponents made of reinforced or pre-stressed concrete often show deficits or damage that lead to the necessity of a strengthening action. In this case, strengthening and repair with externally bonded (EB) CFRP strips is a frequently used method. In this work this strengthening method is fundamentally modified. It differs from the currently used systems by the used adhesive and is characterized by deformation and bond characteristics which match the behavior of the reinforced concrete.
dc.languageGerman
dc.relation.ispartofseriesKarlsruher Reihe Massivbau, Baustofftechnologie, Materialprüfung
dc.rightsopen access
dc.subject.otherCFK
dc.subject.otherKlebstoff
dc.subject.otherVerstärkung
dc.subject.otherKompatibilität
dc.subject.otherfaseroptischer Sensor
dc.subject.otherCFRP
dc.subject.otheradhesive
dc.subject.otherstrengthening
dc.subject.othercompatibility
dc.subject.otherfiberoptical sensor
dc.subject.otherthema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TN Civil engineering, surveying and building
dc.titleTheoretische und praktische Entwicklung einer aufgeklebten CFK Stahlbetonverstärkung unter Berücksichtigung der vollständigen Kompatibilität zum Betonstahl
dc.typebook
oapen.identifier.doi10.5445/KSP/1000123335
oapen.relation.isPublishedBy68fffc18-8f7b-44fa-ac7e-0b7d7d979bd2
oapen.relation.isbn9783731510482
oapen.imprintKIT Scientific Publishing
oapen.pages238
oapen.place.publicationKarlsruhe
dc.seriesnumber21
dc.abstractotherlanguageComponents made of reinforced or pre-stressed concrete often show deficits or damage that lead to the necessity of a strengthening action. In this case, strengthening and repair with externally bonded (EB) CFRP strips is a frequently used method. In this work this strengthening method is fundamentally modified. It differs from the currently used systems by the used adhesive and is characterized by deformation and bond characteristics which match the behavior of the reinforced concrete.
dc.anonymityAll identities known
dc.peerreviewid51a542ec-eaeb-47c2-861d-6022e981a97a
dc.peerreviewtitleDissertations in Series (Dissertationen in Schriftenreihe)
dc.openreviewNo
dc.responsibilityBooks or series editor
dc.stagePre-publication
dc.reviewtypeFull text
dc.reviewertypeEditorial board member
dc.reviewertypeExternal peer reviewer


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