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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.accessioned2021-10-14T04:08:56Z
dc.date.available2021-10-14T04:08:56Z
dc.date.issued2021
dc.date.submitted2021-10-13T13:54:05Z
dc.identifierONIX_20211013_9783731510482_44
dc.identifierOCN: 1286899647
dc.identifier1869-912X
dc.identifierhttps://library.oapen.org/handle/20.500.12657/50993
dc.identifier.urihttps://directory.doabooks.org/handle/20.500.12854/72300
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.classificationthema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TN Civil engineering, surveying and buildingen_US
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.collectionAG Universitätsverlage
oapen.imprintKIT Scientific Publishing
oapen.pages238
oapen.place.publicationKarlsruhe
peerreview.review.typeFull text
peerreview.anonymityAll identities known
peerreview.reviewer.typeEditorial board member
peerreview.reviewer.typeExternal peer reviewer
peerreview.review.stagePre-publication
peerreview.open.reviewNo
peerreview.publish.responsibilityBooks or series editor
peerreview.id51a542ec-eaeb-47c2-861d-6022e981a97a
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.
peerreview.titleDissertations in Series (Dissertationen in Schriftenreihe)


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