Prediction Intervals for the Failure Time of Prestressed Concrete Beams
Joint Authors
Szugat, Sebastian
Heinrich, Jens
Maurer, Reinhard
Müller, Christine H.
Source
Advances in Materials Science and Engineering
Issue
Vol. 2016, Issue 2016 (31 Dec. 2016), pp.1-8, 8 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2016-08-17
Country of Publication
Egypt
No. of Pages
8
Abstract EN
The 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.
American Psychological Association (APA)
Szugat, Sebastian& Heinrich, Jens& Maurer, Reinhard& Müller, Christine H.. 2016. Prediction Intervals for the Failure Time of Prestressed Concrete Beams. Advances in Materials Science and Engineering،Vol. 2016, no. 2016, pp.1-8.
https://search.emarefa.net/detail/BIM-1096494
Modern Language Association (MLA)
Szugat, Sebastian…[et al.]. Prediction Intervals for the Failure Time of Prestressed Concrete Beams. Advances in Materials Science and Engineering No. 2016 (2016), pp.1-8.
https://search.emarefa.net/detail/BIM-1096494
American Medical Association (AMA)
Szugat, Sebastian& Heinrich, Jens& Maurer, Reinhard& Müller, Christine H.. Prediction Intervals for the Failure Time of Prestressed Concrete Beams. Advances in Materials Science and Engineering. 2016. Vol. 2016, no. 2016, pp.1-8.
https://search.emarefa.net/detail/BIM-1096494
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1096494