A dimensional analysis approach to fatigue in quasi-brittle materials

In this study, a generalized Barenblatt and Botvina dimensional analysis approach to fatigue crack growth is proposed in order to highlight and explain the deviations from the classical power-law equations used to characterize the fatigue behaviour of quasi-brittle materials. According to this theor...

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Main Author: Marco Paggi
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2013-04-01
Series:Fracture and Structural Integrity
Online Access:https://212.237.37.202/index.php/fis/article/view/71
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author Marco Paggi
author_facet Marco Paggi
author_sort Marco Paggi
collection DOAJ
description In this study, a generalized Barenblatt and Botvina dimensional analysis approach to fatigue crack growth is proposed in order to highlight and explain the deviations from the classical power-law equations used to characterize the fatigue behaviour of quasi-brittle materials. According to this theoretical approach, the microstructural-size (related to the volumetric content of fibres in fibre-reinforced concrete), the crack-size, and the size-scale effects on the Paris’ law and the Wöhler equation are presented within a unified mathematical framework. Relevant experimental results taken from the literature are used to confirm the theoretical trends and to determine the values of the incomplete self-similarity exponents. All these information are expected to be useful for the design of experiments, since the role of the different dimensionless numbers governing the phenomenon of fatigue is herein elucidated.
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series Fracture and Structural Integrity
spelling doaj-art-89dc6ecb2ca640699fd4fdc3e7b47f3c2025-02-03T10:43:02ZengGruppo Italiano FratturaFracture and Structural Integrity1971-89932013-04-01310A dimensional analysis approach to fatigue in quasi-brittle materialsMarco Paggi0Politecnico di TorinoIn this study, a generalized Barenblatt and Botvina dimensional analysis approach to fatigue crack growth is proposed in order to highlight and explain the deviations from the classical power-law equations used to characterize the fatigue behaviour of quasi-brittle materials. According to this theoretical approach, the microstructural-size (related to the volumetric content of fibres in fibre-reinforced concrete), the crack-size, and the size-scale effects on the Paris’ law and the Wöhler equation are presented within a unified mathematical framework. Relevant experimental results taken from the literature are used to confirm the theoretical trends and to determine the values of the incomplete self-similarity exponents. All these information are expected to be useful for the design of experiments, since the role of the different dimensionless numbers governing the phenomenon of fatigue is herein elucidated.https://212.237.37.202/index.php/fis/article/view/71
spellingShingle Marco Paggi
A dimensional analysis approach to fatigue in quasi-brittle materials
Fracture and Structural Integrity
title A dimensional analysis approach to fatigue in quasi-brittle materials
title_full A dimensional analysis approach to fatigue in quasi-brittle materials
title_fullStr A dimensional analysis approach to fatigue in quasi-brittle materials
title_full_unstemmed A dimensional analysis approach to fatigue in quasi-brittle materials
title_short A dimensional analysis approach to fatigue in quasi-brittle materials
title_sort dimensional analysis approach to fatigue in quasi brittle materials
url https://212.237.37.202/index.php/fis/article/view/71
work_keys_str_mv AT marcopaggi adimensionalanalysisapproachtofatigueinquasibrittlematerials
AT marcopaggi dimensionalanalysisapproachtofatigueinquasibrittlematerials