RT info:eu-repo/semantics/article
T1 Stress-intensity factor solutions for the simulation of fish-eye fatigue crack growth in round bars subjected to tensile load
A1 Alegre Calderón, Jesús Manuel
A1 Cuesta Segura, Isidoro Iván
A1 Díaz Portugal, Andrés
K1 Embedded cracks
K1 Fish-eye
K1 Round bars
K1 Resistencia de materiales
K1 Strength of materials
K1 Ingeniería civil
K1 Civil engineering
AB The fatigue crack growth in round bars initiated from internal defects leads to the formation of a circular crack pattern usually so-called fish-eye. This failure mechanism is found in the current additive manufacturing techniques in which internal defects, such as pores or lack of fusion, are the main cause of fatigue crack initiation. Moreover, this fatigue mechanism becomes the predominant failure mode in the Very High Cycle Fatigue (VHCF) regime. With the aim of adequately studying these fatigue crack situations, this paper presents a set of solutions for the stress-intensity factor calculation for embedded elliptical cracks in a round bar subjected to tensile load. The stress-intensity factors (SIF) are presented in a tabulated form and were obtained from three-dimensional finite-element analyses. The SIF solutions are provided as a function of three dimensionless parameters that include the crack size, the crack aspect ratio, and its relative position in the cross section. After that, a sequential methodology for fatigue crack growth simulation is presented, and a comparison with experimental results of fatigue crack propagation initiated from internal defects in round bars is also presented. Finally, by varying the initial crack position and the initial crack aspect ratio, several aspects related to the evolution of the fatigue crack shape in this geometry are analyzed.
PB Elsevier
SN 2452-3216
YR 2022
FD 2022-03
LK http://hdl.handle.net/10259/7499
UL http://hdl.handle.net/10259/7499
LA eng
NO Trabajo presentado en: The 7th International Conference on Crack Paths (CP 2021), organised by TC3 Fatigue of Engineering Materials and Structures of the European Structural Integrity Society (ESIS). The CP 2021 edition will take place in a virtual format (September 21st to 24th, 2021)
NO The authors gratefully acknowledge financial support from the Junta de Castilla y Leon (Spain) through grant BU-002-P20, co-financed by FEDER funds.
DS Repositorio Institucional de la Universidad de Burgos
RD 23-nov-2024