1. Elastic fields of double branched and Kalthoff–Winkler cracks in a half-plane.
- Author
-
Si, Yangjian and Wei, Yujie
- Subjects
- *
BOUNDARY value problems , *FREE surfaces , *DIRICHLET series , *CONFORMAL mapping , *ELASTICITY - Abstract
We demonstrate in this paper a combination of the Schwarz–Christoffel mapping and Muskhelishvili's approach with fractional function series in solving the elastic fields of a cracked half-plane, and zoom in on two typical problems, a double branched crack with two rays emanating from one point on the edge and two edge cracks spaced by a certain distance. Typical loading conditions are considered, including far-field uniform tensile stress and concentrated loads along either the tangential or the normal direction of the free surface. We supply a semi-analytic solution to those boundary-value problems in the cracked half-plane, and validate the theory by comparing the theoretical results in terms of stress fields, stress intensity factors (SIFs) and crack opening displacement (COD) with those from finite-element simulations. The theoretical approach shows how two edge cracks may shield the stress intensity factors of each other in a quantitative manner. For the typical Kalthoff–Winkler cracks of length a and being spaced by a distance d , their SIFs K I decay with decreasing d , and K I = K I 0 − K I 1 [ 1 − exp (− a / d) ]. It converges to K I 0 —the SIF of a single edge crack when d approaches to infinity. Those observations and the theory approach itself provide a general way to analyze the mechanical consequence of edge cracks in engineering practice. • Solutions to the elasticity of a double branched crack and two edge cracks are given. • For Kalthoff-Winkler cracks, SIFs exponentially decay with their decreasing distance. • The theory is validated by comparing the theoretical results with FE simulations. [ABSTRACT FROM AUTHOR]
- Published
- 2024
- Full Text
- View/download PDF