Wang, J, Tomor, A, Melbourne, C and Yousif, S 2013, 'Critical review of research on high-cycle fatigue behaviour of brick masonry' , Construction and Building Materials, 38 , pp. 602-609.
- Published Version
Restricted to Repository staff only
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.
|Uncontrolled Keywords:||Arch bridge,Serviceability,Fatigue strength,Load eccentricity,Saturation,Loading rate|
|Themes:||Built and Human Environment|
|Schools:||Schools > School of Computing, Science and Engineering
Schools > School of Computing, Science and Engineering > Salford Innovation Research Centre (SIRC)
|Journal or Publication Title:||Construction and Building Materials|
|Funders:||Engineering and Physical Sciences Research Council (EPSRC)|
|Depositing User:||J Wang|
|Date Deposited:||04 Dec 2012 15:00|
|Last Modified:||30 Nov 2015 23:54|
Actions (login required)
|Edit record (repository staff only)|