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Stress intensity factors of a Griffith crack in a porous medium subjected to a time-harmonic stress wave.

Authors :
Song, Yongjia
Hu, Hengshan
Han, Bo
Source :
Engineering Fracture Mechanics. Jan2020, Vol. 223, pN.PAG-N.PAG. 1p.
Publication Year :
2020

Abstract

• Analytic solutions of the stress intensity factors (SIFs) of a fluid-saturated permeable crack in a poroelastic material subjected to a time-harmonic elastic wave have been derived. • Insights of effects of incident wave types, material permeability, incident angle and crack surficial permeability on the frequency-dependent behaviors of the SIFs have been obtained through numerical examples. • Because of the wave-induced fluid flow, the crack fluid can significantly change the effective normal stress so that the magnitude of mode-I SIF can be lower than that of a dry impermeable crack. In many practices, cracks are filled with fluid and their background materials can be modelled within the framework of poroelasticity. Understanding the crack-tip mechanical behaviors of such a cracked medium subjected to dynamic loads is of importance for prediction of fracture failure. In this paper, based on Biot's theory of poroelastodynamics, solutions of mode-I and mode-II dynamic stress intensity factors (SIFs) of a Griffith crack are derived for the scattering problem of oblique incidence of in-plane time-harmonic P-SV waves. The crack surfaces are assumed to be permeable, and the crack is saturated by fluid. With the aid of Fourier integral transforms, the problem is reduced to a system of coupled Fredholm integral equations with special emphasis placed on finding the near-field solution. Impacts of incident wave type, material permeability and incident angle on the frequency-dependent behaviors of the SIFs have been shown graphically. It is found that the induced fluid pressure inside the crack can significantly change the effective normal stress so that the magnitude of mode-I SIF is much lower than that of a dry impermeable crack. Furthermore, the diffusion-type fluid flow (scattered slow P wave) can greatly lower the magnitude of mode-I SIF at low frequencies (much smaller than the resonance frequency). The characteristic frequency at which the curves of SIFs decline strongest occurs when the characteristic diffusion length is of the same order of the crack size. The fluid flow can also lower mode-II SIF at low frequencies and the effects are strong in the low permeability case. Specifically, in the case of scattering of SV waves, it is shown that the maximum drop of mode-II SIF in peak with respect to that of the corresponding dry crack in an elastic medium is about 10%. The obtained results reveal significant influences of the presence of pore fluid upon the SIFs, both magnitudes and frequency-dependent trends. Such information is useful in predicting the fracture strength of saturated porous materials subjected to oscillating loads. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
00137944
Volume :
223
Database :
Academic Search Index
Journal :
Engineering Fracture Mechanics
Publication Type :
Academic Journal
Accession number :
141112314
Full Text :
https://doi.org/10.1016/j.engfracmech.2019.106801