Finite fatigue life behavior and fatigue crack-growth resistance of a fine-grained WC-Co cemented carbide

In this work, fatigue life and fatigue crack growth (FCG) testing, using pristine and pre-cracked samples respectively, are combined for studying the mechanical behavior of a fine-grained WC-Co cemented carbide. The main objective is to correlate fatigue lives measured with estimated and experimentally determined FCG data for natural and long through-thickness cracks respectively. It is done on the basis that fatigue failure, within the finite fatigue life regime, is controlled by the subcritical propagation of pre-existing flaws. In doing so, fatigue strength for the finite life defined as run-out (200,000 cycles) is first evaluated using two protocols based on the stair-case methodology. Then, strength data experimentally measured under monotonic and cyclic loading are correlated to each other for estimating FCG data for intrinsic defects. As a result, the dependence of FCG rates with the maximum applied stress intensity factor estimated for natural small flaws is found to follow trends similar to those experimentally determined for artificial long cracks. However, FCG rates and effective threshold for crack extension for the former are determined to be significantly lower than for the latter. The similitude found by both crack types regarding fatigue and fracture micromechanisms, as discerned from scanning electron microscopy inspection of stable and unstable crack extension phenomena, points out that distinct FCG behavior exhibited by small and long cracks is a consequence of extrinsic issues, such as length-scale of crack size or environmental aspects linked to location of the flaw either in the bulk or at the surface, rather than physically-based intrinsic ones. • Fatigue strength was correctly calculated using a reduced number of specimens. • Natural flaws crack-growth rates were correlated with experimental long crack data. • FCG rates and effective threshold were lower for natural cracks. • Same failure micromechanisms were found for both crack types.

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Publication Details

Journal
International Journal of Refractory Metals and Hard Materials
Published
2024-12-16
DOI
https://doi.org/10.1016/j.ijrmhm.2024.107022
Citations
8
Primary Topic
Advanced materials and composites
Type
article
Field-Weighted Citation Impact
1.70

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article

Finite fatigue life behavior and fatigue crack-growth resistance of a fine-grained WC-Co cemented carbide

Maria Serra, E. Tarrés, E. Jiménez‐Piqué, N. Cinca et al.
8 citations
International Journal of Refractory Metals and Hard Materials
Advanced materials and composites
1.70
article

Finite fatigue life behavior and fatigue crack-growth resistance of a fine-grained WC-Co cemented carbide

Maria Serra, E. Tarrés, E. Jiménez‐Piqué, N. Cinca, F. García-Marro, L. Llanes
article en
8 citations

Abstract

In this work, fatigue life and fatigue crack growth (FCG) testing, using pristine and pre-cracked samples respectively, are combined for studying the mechanical behavior of a fine-grained WC-Co cemented carbide. The main objective is to correlate fatigue lives measured with estimated and experimentally determined FCG data for natural and long through-thickness cracks respectively. It is done on the basis that fatigue failure, within the finite fatigue life regime, is controlled by the subcritical propagation of pre-existing flaws. In doing so, fatigue strength for the finite life defined as run-out (200,000 cycles) is first evaluated using two protocols based on the stair-case methodology. Then, strength data experimentally measured under monotonic and cyclic loading are correlated to each other for estimating FCG data for intrinsic defects. As a result, the dependence of FCG rates with the maximum applied stress intensity factor estimated for natural small flaws is found to follow trends similar to those experimentally determined for artificial long cracks. However, FCG rates and effective threshold for crack extension for the former are determined to be significantly lower than for the latter. The similitude found by both crack types regarding fatigue and fracture micromechanisms, as discerned from scanning electron microscopy inspection of stable and unstable crack extension phenomena, points out that distinct FCG behavior exhibited by small and long cracks is a consequence of extrinsic issues, such as length-scale of crack size or environmental aspects linked to location of the flaw either in the bulk or at the surface, rather than physically-based intrinsic ones. • Fatigue strength was correctly calculated using a reduced number of specimens. • Natural flaws crack-growth rates were correlated with experimental long crack data. • FCG rates and effective threshold were lower for natural cracks. • Same failure micromechanisms were found for both crack types.

International Journal of Refractory Metals and Hard MaterialsVol. 128
Universitat Politècnica de Catalunya (ES)
Ministerio de Ciencia, Innovación y Universidades, European Commission, European Regional Development Fund, Agencia Estatal de Investigación
Responsible consumption and production
Openalex Percentile: Top 17%
Advanced materials and composites
1.70
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