Jinyan Wang
Critical review of research on high-cycle fatigue behaviour of brick masonry
Wang, Jinyan; Tomor, Adrienn; Melbourne, Clive; Yousif, Saad
Authors
Adrienn Tomor
Clive Melbourne
Saad Yousif
Abstract
Prediction of the level of service load above which accumulative damage occurs is a key priority for the
masonry arch bridge owners. Limited investigations have been undertaken previously on the high-cycle
fatigue behaviour of brick masonry in order to establish the link between the fatigue phenomenon in
brick masonry and the serviceability limit state for masonry arch bridges. But to date there are still many
uncertainties of the research published regarding predicting the fatigue performance. This paper provides
a critical review on the high-cycle fatigue behaviour of brick masonry. Current state of the knowledge and
areas requiring further research are also presented.
Citation
Wang, J., Tomor, A., Melbourne, C., & Yousif, S. (2013). Critical review of research on high-cycle fatigue behaviour of brick masonry. Construction and Building Materials, 38, 602-609
Journal Article Type | Article |
---|---|
Publication Date | Jan 1, 2013 |
Deposit Date | Jan 23, 2013 |
Publicly Available Date | Mar 28, 2024 |
Journal | Construction and Building Materials |
Print ISSN | 0950-0618 |
Publisher | Elsevier |
Peer Reviewed | Peer Reviewed |
Volume | 38 |
Pages | 602-609 |
Keywords | masonry, arch bridge, brick, fatigue deterioration |
Public URL | https://uwe-repository.worktribe.com/output/936455 |
Related Public URLs | http://ac.els-cdn.com/S0950061812006721/1-s2.0-S0950061812006721-main.pdf?_tid=699f349c-6550-11e2-8d4e-00000aab0f27&acdnat=1358940861_61cd17078462835c6812e7d12609ce99 |
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