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Title: Fatigue crack propagation in plain concrete using incomplete self-similarity
Authors: Ray, Sonalisa
Chandra Kishen J.M.
Published in: Proceedings of 12th International Conference on Fracture 2009, ICF-12
Abstract: In this work, a fatigue crack propagation law for plain concrete is developed using the concepts of dimensional analysis and self-similarity. This model considers the effect of loading frequency, grade of concrete, fracture parameters, load history and size effect. The dependency of the fatigue parameter on characteristic length, and frequency of loading is reexamined on the basis of theoretical arguments.
Citation: Proceedings of 12th International Conference on Fracture 2009, ICF-12, (2009), 6623- 6632
Issue Date: 2009
Keywords: Characteristic length
Dimensional analysis
Fatigue parameter
Fracture parameter
Load history
Loading frequencies
Plain concrete
Size effects
Theoretical arguments
Concrete beams and girders
Fatigue crack propagation
ISBN: 9.78162E+12
Author Scopus IDs: 57199001944
Author Affiliations: Ray, S., Indian Institute of Science, Bangalore, India
Chandra Kishen, J.M., Indian Institute of Science, Bangalore, India
Corresponding Author: Ray, S.; Indian Institute of Science, Bangalore, India; email:
Appears in Collections:Conference Publications [CE]

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