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Fatigue crack propagation model for plain concrete – An analogy with population growth

✍ Scribed by Sonalisa Ray; J.M. Chandra Kishen


Publisher
Elsevier Science
Year
2010
Tongue
English
Weight
1006 KB
Volume
77
Category
Article
ISSN
0013-7944

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✦ Synopsis


In this work, an analytical model is proposed for fatigue crack propagation in plain concrete based on population growth exponential law and in conjunction with principles of dimensional analysis and self-similarity. This model takes into account parameters such as loading history, fracture toughness, crack length, loading ratio and structural size. The predicted results are compared with experimental crack growth data for constant and variable amplitude loading and are found to capture the size effect apart from showing a good agreement. Using this model, a sensitivity analysis is carried out to study the effect of various parameters that influence fatigue failure.