Abstract
Abstract
Fatigue analysis of concrete structures is important since it is the limiting factor to service life of many infrastructures. The heterogeneity in concrete and its complex behaviour upon repetitive loading makes the fatigue life prediction of concrete erratic. This paper presents a review on the fatigue life prediction models of plain concrete. Review includes the deterministic and probabilistic approach for the prediction of fatigue life of concrete. It has been observed that deterministic approach depends on certain parameters and initial conditions and is not reliable for the prediction of fatigue life of concrete. So there is a demand for a more generalised model based on probabilistic approach which includes randomness in the fatigue failure of concrete. Recent studies show utilisation of artificial neural network, a computational tool based on this approach can be utilised to predict the fatigue behaviour of concrete.
Reference25 articles.
1. Cumulative damage in fatigue;Miner;Journal of applied mechanics,1945
2. Fracture of concrete under variable amplitude fatigue loading;Slowik;ACI Materials Journal,1996
3. CDM model for residual strength of concrete under cyclic compression;Baluch;Cement Concrete Composites,2003
4. On the energy dissipation in fatigue process and fatigue life prediction;Lei;Journal of Experimental Mechanics,2008
5. Neurobiological computational modes in structural analysis and design;Hajela;Computers and Structures,1991
Cited by
3 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献