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Toribio, JCorresponding AuthorSanchezgalvez, VAuthorAstiz, MaAuthorSTRESS INTENSIFICATION IN CRACKED SHANK OF TIGHTENED BOLT
Publicated to:Theoretical And Applied Fracture Mechanics. 15 (1): 85-97 - 1991-01-01 15(1), DOI: 10.1016/0167-8442(91)90007-7
Authors: TORIBIO, J; SANCHEZGALVEZ, V; ASTIZ, MA;
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Abstract
Defects or cracks in the shank of bolts can degrade their load carrying capacity. The ways with which loading and residual stress intensify the crack border stress field can be reflected through the stress intensity factor quantity as defined in the linear elastic fracture mechanics theory. Use is made of the stiffness derivative method where quarter-point singular finite elements are used in the numerical calculation. Improved accuracy is achieved by considering the displacements not only of the main nodes but also of those quarter-point nodes in plane normal and adjacent to the crack. Numerical results are obtained for a semi-elliptical shaped crack in the bolt shank owing to tension, bending, residual stress and stress caused by tightening of the bolt. Maximum value of the Mode I stress intensity factor K1 due to tension or bending could prevail either at the deepest point on the crack border or at the root of the shank where the crack border terminates depending on the aspect ratio of the ellipse. In general, K1 at the deepest point of crack penetration is larger than that at the free surface for tension and bending for a fixed crack depth with reference to the bolt diameter. Tightening of the bolt tends to increase K1 at the free surface if the crack depth is small. The opposite is obtained for deeper cracks. Assumed residual stress effect obtained from experimental data is found to have negligible influence on the stress intensity factor when compared with that arising from tensile load.
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Según las diferentes agencias de indexación, el número de citas acumuladas por esta publicación hasta la fecha 2025-06-03:
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Leadership analysis of institutional authors
There is a significant leadership presence as some of the institution’s authors appear as the first or last signer, detailed as follows: First Author (TORIBIO PEREZ, JOSE IGNACIO) and Last Author (ASTIZ SUAREZ, MIGUEL ANGEL).
the author responsible for correspondence tasks has been TORIBIO PEREZ, JOSE IGNACIO.