Full metadata record
DC FieldValueLanguage
dc.contributor.authorSzugat, Sebastian-
dc.contributor.authorHeinrich, Jens-
dc.contributor.authorMaurer, Reinhard-
dc.contributor.authorMüller, Christine H.-
dc.date.accessioned2016-04-18T09:20:13Z-
dc.date.available2016-04-18T09:20:13Z-
dc.date.issued2016-
dc.identifier.urihttp://hdl.handle.net/2003/34896-
dc.identifier.urihttp://dx.doi.org/10.17877/DE290R-16944-
dc.description.abstractThe aim is the prediction of the failure time of prestressed concrete beams under low cyclic load. Since the experiments last long for low load, accelerated failure tests with higher load are conducted. However, the accelerated tests are expensive so that only few tests are available. To obtain a more precise failure time prediction, the additional information of time points of breakage of tension wires is used. These breakage time points are modeled by a nonlinear birth process. This allows not only point prediction of a critical number of broken tension wires but also prediction intervals which express the uncertainty of the prediction.en
dc.language.isoende
dc.relation.ispartofseriesDiscussion Paper / SFB823;17, 2016en
dc.subject.ddc310-
dc.subject.ddc330-
dc.subject.ddc620-
dc.titlePrediction intervals for the failure time of prestressed concrete beamsen
dc.typeTextde
dc.type.publicationtypeworkingPaperde
dc.subject.rswkStraßenbrückede
dc.subject.rswkStahlbrückede
dc.subject.rswkMaterialermüdungde
dc.subject.rswkIntervallschätzungde
dc.subject.rswkStochastisches Modellde
dcterms.accessRightsopen access-
Appears in Collections:Sonderforschungsbereich (SFB) 823

Files in This Item:
File Description SizeFormat 
DP_1716_SFB823_Szugat_Heinrich_Maurer_Müller.pdfDNB892.21 kBAdobe PDFView/Open


This item is protected by original copyright



This item is protected by original copyright rightsstatements.org