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Verfahren zur Beurteilung der Schadensumfangs- und Zustandsentwicklung vorgespannter Brückenbauwerke

dc.contributor.authorKirpal, Eric
dc.date.accessioned2021-11-12T04:03:25Z
dc.date.available2021-11-12T04:03:25Z
dc.date.issued2021
dc.date.submitted2021-11-11T11:33:48Z
dc.identifierONIX_20211111_9783731511038_14
dc.identifier1869-912X
dc.identifierhttps://library.oapen.org/handle/20.500.12657/51429
dc.identifier.urihttps://directory.doabooks.org/handle/20.500.12854/72759
dc.description.abstractThe knowledge of damage processes and their influence on the development of the system´s response is of great significance for the maintenance of infrastructure constructions. By means of computer aided recalculations, the effects of corrosive, fatigue relevant and interacting effects on structures can be estimated and remaining service lifes can be predicted through comparison of simulated system responses with normatively determined limit states.
dc.languageGerman
dc.relation.ispartofseriesKarlsruher Reihe Massivbau, Baustofftechnologie, Materialprüfung
dc.rightsopen access
dc.subject.otherBrückenbau
dc.subject.otherVorspannung
dc.subject.otherKorrosion
dc.subject.otherErmüdung
dc.subject.othernumerische Simulation
dc.subject.otherbridge construction
dc.subject.otherprestressing
dc.subject.othercorrosion
dc.subject.otherfatigue
dc.subject.othernumerical simulation
dc.subject.otherthema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TN Civil engineering, surveying and building
dc.titleVerfahren zur Beurteilung der Schadensumfangs- und Zustandsentwicklung vorgespannter Brückenbauwerke
dc.typebook
oapen.identifier.doi10.5445/KSP/1000132408
oapen.relation.isPublishedBy68fffc18-8f7b-44fa-ac7e-0b7d7d979bd2
oapen.relation.isbn9783731511038
oapen.imprintKIT Scientific Publishing
oapen.pages268
oapen.place.publicationKarlsruhe
dc.seriesnumber22
dc.abstractotherlanguageThe knowledge of damage processes and their influence on the development of the system´s response is of great significance for the maintenance of infrastructure constructions. By means of computer aided recalculations, the effects of corrosive, fatigue relevant and interacting effects on structures can be estimated and remaining service lifes can be predicted through comparison of simulated system responses with normatively determined limit states.


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