crack nucleation and growth
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2021 ◽  
pp. 110084
Author(s):  
Juan Guillermo Santos Macías ◽  
Chola Elangeswaran ◽  
Lv Zhao ◽  
Jean-Yves Buffière ◽  
Brecht Van Hooreweder ◽  
...  

2020 ◽  
Vol 27 (5) ◽  
pp. 449-478
Author(s):  
Peter W. R. Beaumont

Abstract Empirical or semi-empirical design methodologies at the macroscopic scale (structural level) can be supported and justified only by a fundamental understanding at the lower (microscopic) size scale through the physical model. Today structural integrity (SI) is thought as the optimisation of microstructure by controlling processing coupled with intelligent manufacturing of the material: to maximise mechanical performance and ensure reliability of the large scale structure; and to avoid calamity and misfortune. SI analysis provides quantitative input to the formulation of an appropriately balanced response to the problem. This article demonstrates that at the heart of the matter are those mechanisms of crack nucleation and growth that affect the structural integrity of the material: microscopic cracking events that are usually too small to observe and viewed only by microscopy.


2020 ◽  
Vol 38 ◽  
pp. 100754
Author(s):  
M. Kang ◽  
W. Li ◽  
A.F.T. Leong ◽  
M. Guan ◽  
K. Fezzaa ◽  
...  

2019 ◽  
Vol 170 ◽  
pp. 109185 ◽  
Author(s):  
Matti Lindroos ◽  
Anssi Laukkanen ◽  
Tom Andersson ◽  
Joona Vaara ◽  
Antti Mäntylä ◽  
...  

2019 ◽  
Vol 16 (2) ◽  
pp. 103-109
Author(s):  
Sergio Baragetti

This paper reports a short summary of some procedures that allow to evaluate crack growth propagation rate. Numerical models developed using the equations of linear elastic fracture mechanics are described. Confirmation of the numerical results needs comparison with experimental results. The crack replica method and crack growth gages application are reported and prove to be powerful tools for crack propagation rate evaluation.


2017 ◽  
Vol 23 (4) ◽  
pp. 345 ◽  
Author(s):  
Pavlo Maruschak ◽  
Andriy Sorochak ◽  
Janette Brezinov ◽  
Anna Guzanova ◽  
Oleh Yasnii

<p class="AMSmaintext1"><span lang="EN-GB">During operation, the railway axle is exposed to static, cyclic and dynamic loading that is accompanied by influence of corrosive environments. This causes the accumulation of structural and mechanical damages in the material, formation of corrosion and mechanical micro-defects that are potential sites of fatigue crack nucleation and growth. This requires the development of failure analysis methods that allow determining main mechanisms of ferrite-pearlite steels fracture on the micro scale level. The railway axle’s material – the OSL steel – main regularities of temperature influence on fracture mechanisms in ferrite-pearlite steel type are shown. Qualitative and quantitative analysis of fracture surface of Charpy specimens tested at 20°C and -40°C was performed on micro scale level using SEM investigation. </span></p>


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