1. Application of fractional calculus in modelling ballast deformation under cyclic loading
- Author
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Yifei Sun, Timothy R. Marchant, John P. Carter, Buddhima Indraratna, and Sanjay Nimbalkar
- Subjects
Ballast ,Series (mathematics) ,Constitutive equation ,0211 other engineering and technologies ,Mechanical engineering ,02 engineering and technology ,Mechanics ,Deformation (meteorology) ,Geological & Geomatics Engineering ,Geotechnical Engineering and Engineering Geology ,Computer Science Applications ,Fractional calculus ,020303 mechanical engineering & transports ,0203 mechanical engineering ,Cyclic loading ,021101 geological & geomatics engineering ,Mathematics - Abstract
© 2016 Elsevier Ltd Most constitutive models can only simulate cumulative deformation after a limited number of cycles. However, railroad ballast usually experiences a large number of train passages that cause history-dependent long-term deformation. Fractional calculus is an efficient tool for modelling this phenomenon and therefore is incorporated into a constitutive model for predicting the cumulative deformation. The proposed model is further validated by comparing the model predictions with a series of corresponding experimental results. It is observed that the proposed model can realistically simulate the cumulative deformation of ballast from the onset of loading up to a large number of load cycles.
- Published
- 2017
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