Model checks and simultaneous prediction bands for load sharing models in prestressed concrete beams
dc.contributor.author | Leckey, Kevin | |
dc.contributor.author | Heinrich, Jens | |
dc.contributor.author | Müller, Christine H. | |
dc.contributor.author | Maurer, Reinhard | |
dc.date.accessioned | 2022-01-20T12:36:44Z | |
dc.date.available | 2022-01-20T12:36:44Z | |
dc.date.issued | 2022 | |
dc.description.abstract | This article presents a new method to test on whether a parametric model is capable of describing data properly. It also introduces a simple procedure to generate simultaneous prediction bands based on independent copies of a process. The performance of these prediction bands, e.g. in a leave-one-out cross-validation, will also be used as another indication of whether data is modeled properly. Both methods are applied to data from fatigue experiments on prestressed concrete beam girders. These experiments highlight a couple of different influences on the fatigue of such girders, namely the so-called cable factor and the deflection force. Both effects are incorporated into different load sharing models for component failures which then are compared and used for predicting these failure times. | en |
dc.identifier.uri | http://hdl.handle.net/2003/40684 | |
dc.identifier.uri | http://dx.doi.org/10.17877/DE290R-22542 | |
dc.language.iso | en | de |
dc.relation.ispartofseries | Discussion Paper / SFB823;32/2021 | |
dc.subject | accelerated life testing | en |
dc.subject | K-sign depth | en |
dc.subject | load sharing models | en |
dc.subject | deflection force | en |
dc.subject | cable factor | en |
dc.subject.ddc | 310 | |
dc.subject.ddc | 330 | |
dc.subject.ddc | 620 | |
dc.title | Model checks and simultaneous prediction bands for load sharing models in prestressed concrete beams | en |
dc.type | Text | de |
dc.type.publicationtype | workingPaper | de |
dcterms.accessRights | open access | |
eldorado.secondarypublication | false | de |
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