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dc.contributor.authorKasper, Yann J.
dc.date.accessioned2024-01-29T11:06:50Z
dc.date.available2024-01-29T11:06:50Z
dc.date.issued2024
dc.identifier.urihttps://library.oapen.org/handle/20.500.12657/87347
dc.description.abstractWithin the scope of the present work, extensive experimental and numerical investigations are carried out on the crack propagation behaviour in steel plates under cyclic loading, which have been reinforced with adhesively bonded CFRP lamellas, as well as on the load-bearing and failure behaviour of CFRP-steel double-lap joints. Based on the results, a fracture mechanics engineering procedure for estimating the remaining service life of CFRP-reinforced steel plates is developed and validated.en_US
dc.languageGermanen_US
dc.relation.ispartofseriesBerichte zum Stahl- und Leichtbauen_US
dc.subject.classificationthema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TN Civil engineering, surveying and buildingen_US
dc.subject.classificationthema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TD Industrial chemistry and manufacturing technologies::TDC Industrial chemistry and chemical engineering::TDCP Plastics and polymersen_US
dc.subject.classificationthema EDItEUR::M Medicine and Nursing::MQ Nursing and ancillary services::MQV Rehabilitationen_US
dc.subject.classificationthema EDItEUR::W Lifestyle, Hobbies and Leisure::WK Home and house maintenance::WKR Home renovation and extensionen_US
dc.subject.otherAdhesive; Fiber Reinforced Plastics; Rehabilitation; Crack Propagation; Fatigue; Klebtechnik; Faserverstärkte Kunststoffe; Sanierung; Rissfortschritt; Ermüdungen_US
dc.titleAuslegung von Verstärkungen ermüdungsgeschädigter Stahlbauteile mit aufgeklebten Faserverbundwerkstoffenen_US
dc.typebook
oapen.identifier.doi10.5445/KSP/1000159539en_US
oapen.relation.isPublishedBy44e29711-8d53-496b-85cc-3d10c9469be9en_US
oapen.series.number15en_US
oapen.pages294en_US


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