Establishing model uncertainty of SLS reinforced concrete crack models applied to load-induced cracking

Although some research has been performed, serviceability limit state (SLS) concrete crack models have yet to be calibrated fully in probabilistic terms in structural design standards. This is partly due to the fact that the SLS is generally not the critical limit state in structural design. However...

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Bibliographic Details
Main Author: Christina Helen McLeod
Format: Article
Language:English
Published: Czech Technical University in Prague 2022-08-01
Series:Acta Polytechnica CTU Proceedings
Subjects:
Online Access:https://ojs.cvut.cz/ojs/index.php/APP/article/view/8394
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