Article ID Journal Published Year Pages File Type
278173 International Journal of Solids and Structures 2012 9 Pages PDF
Abstract

Fatigue crack advance induced by the application of cyclic quasistatic loads is investigated both numerically and analytically using a lattice spring model. The system has a quasi-one-dimensional geometry, and consists in two symmetrical chains that are pulled apart, thus breaking springs which connect them, and producing the advance of a crack. Quasistatic crack advance occurs as a consequence of the plasticity included in the springs which form the chains, and that implies a history dependent stress–strain curve for each spring. The continuous limit of the model allows a detailed analytical treatment that gives physical insight of the propagation mechanism. This simple model captures key features that cause well known phenomenology in fatigue crack propagation, in particular a Paris-like law of crack advance under cyclic loading, and the overload retardation effect.

► Cyclic fatigue propagation is observed in lattice spring models. ► Fatigue is originated in the plasticity included in the spring behavior. ► Analytical results for crack advance are provided in limiting cases. ► Paris like curves and the overload effect are qualitatively reproduced.

Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
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