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Soluciones del factor de intensidad de tensiones para fisuras elípticas internas en barras cilíndricas sometidas a esfuerzos de tracción

Authors: Alegre Calderón, Jesús Manuel; Cuesta Segura, Isidoro Iván; Díaz Portugal, Andrés;

Soluciones del factor de intensidad de tensiones para fisuras elípticas internas en barras cilíndricas sometidas a esfuerzos de tracción

Abstract

Existe un gran número de aplicaciones en las cuales los defectos internos, como poros o inclusiones, son la principal causa de la iniciación de fisuras por fatiga en piezas de geometría cilíndrica. En este trabajo se presentan las soluciones del factor de intensidad de tensiones para fisuras elípticas internas en geometrías cilíndricas sometidas a esfuerzos de tracción. Las soluciones han sido obtenidas mediante un análisis por elementos finitos, y se presentan tabuladas en función de tres parámetros adimensionales: el tamaño de la fisura frente al radio de la pieza, la relación de aspecto de la fisura elíptica y la posición relativa de la misma. Para la validación del modelo numérico desarrollado, las soluciones aportadas se han comparado con una serie de soluciones representativas disponibles en la literatura. Posteriormente, y para que el análisis en fatiga de este tipo de componentes sea completo, se establecen las condiciones para la recategorización de la fisura elíptica interna en una fisura semielíptica superficial que permita continuar el cálculo en fatiga cuando el defecto interno alcance la superficie de la pieza. Finalmente, se presenta una comparación con resultados experimentales de la evolución del crecimiento de fisuras por fatiga iniciada a partir de defectos internos en probetas cilíndricas sometidas a cargas de tracción, lo que permite evaluar la capacidad de las soluciones proporcionadas para el análisis de crecimiento de grietas de fatiga en esta geometría.

There is a large number of applications in which internal defects, such as pores or inclusions, are the main cause of the fatigue cracks initiation in round bars. This paper presents a set of stress intensity factor solutions for internal elliptical cracks in round bars subjected to tensile loads. Solutions have been obtained from a 3D finite element analysis, and are presented in a tabulated form as a function of three dimensionless parameters: the crack size to the radius of the round bar, the crack aspect ratio of the elliptical flaw and its relative position in the cross area. In order to validate the numerical model developed, some extreme situations are compared with solutions of embedded elliptical flaws in different geometries available in the literature. Afterward, and in order the fatigue analysis of this geometry to be complete, the conditions for the recategorization of the internal elliptical crack to a semi-elliptical surface crack are defined, that allows the fatigue crack growth calculation to be continued as the internal defect reaches the surface of the round bar. Finally, a comparison with experimental results of the evolution of fatigue crack growth initiated from internal defects in round bars subjected to tensile loads is presented. This experimental validation allows the capacity of the solutions provided for the analysis of growth of fatigue cracks in this geometry to be evaluated.

Los autores desean agradecer la financiación recibida a través del proyecto de la JCyL referencia BU-002-P20, cofinanciada con fondos FEDER.

Comunicación presentada en: XXXVII Congreso del Grupo Español de Fractura GEF2021, celebrado de forma virtual los días 7 y 8 junio de 2021

Country
Spain
Related Organizations
Keywords

Ingeniería civil, Fatiga, Resistencia de materiales, Factor de intensidad de tensiones, Barras de sección circular, Civil engineering, Fisuras elípticas internas, Strength of materials

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selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
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