IUTAM Symposium on Scaling in Solid Mechanics pp 273-286 | Cite as

# Self-Similar Structural Systems with No-Unloading and Scale-Invariant Strength Distributions

## Abstract

The problem of structural strength is tightly connected with the study of multiscale processes of damage accumulation and fracture propagation which are inherent for various materials and for complicated systems and structures of both engineering and natural origin. Among typical examples are quasibrittle fracture in solids, the interaction of faults in earthquakes, breakage of fibre structures, failure of complex structural systems, progressive fire propagation. In the paper, multi-element systems whose elements have random strength are considered, and a general class of multi-element systems with no-unloading is described for which the transfer loads on survival elements do not decrease along any possible failure path. A number of specific properties is established for such systems, the most important of which is that the probability of system collapse does not depend on failure path, provided external loading is treated as quasistatic. Moreover, it is shown that the failure probability can be calculated through an explicit algebraic equation of recurrence type. Starting from this general motivation, an earlier introduced model of hierarchical failure that utilised a multilevel tree-like structure, or fractal tree, composed of statistically homogeneous elements is studied in a more general case and in more detail. Applying the interpretation of the governing equations as a dynamical system with discrete time in a specially introduced Banach space of infinite sequences, it is shown that the asymptotic behaviour of the cumulative probability distribution function (cdf) of system’s strength, when the hierarchy depth of the system becomes large enough, can be essentially different, depending on the cdf of element’s strength. In particular, it is proved that there can exist scale-invariant strength distributions which are stable by Lyapunov fixed points of the dynamical system introduced. This means that, for some specific load redistribution laws, the absence of the size effect can be observed within the framework of multilevel tree-like model structures.

## Keywords

Multi-element structural systems probability strength distribution systems with no-unloading collapse probability calculation hierarchical modelling fractal tree (FT) structure reloading function FT strength asymptotic behaviour scale-invariant strength distributions## Preview

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