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Size Effect on Strength and Lifetime Distributions of Quasibrittle Structures Implied by Interatomic Bond Break Activation

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TLDR
In this paper, Bažant and Pang developed a new theory for the cumulative distribution function (cdf) for the strength of quasibrittle structures failing at macro-fracture initiation, and offered its simplified justification in terms of thermally activated interatomic bond breaks.
Abstract
Engineering structures such as aircrafts, bridges, dams, nuclear containments and ships, as well as computer circuits, chips and MEMS, should be designed for failure probability < 10 to 10 per lifetime. However, the safety factors required to ensure it are still determined empirically, even though they represent much larger and much more uncertain corrections to deterministic calculations than do the typical errors of modern computer analysis of structures. Bažant and Pang recently developed (and presented at previous ECF) a new theory for the cumulative distribution function (cdf) for the strength of quasibrittle structures failing at macro-fracture initiation, and offered its simplified justification in terms of thermally activated inter-atomic bond breaks. Presented here is a refined justification of this theory based on fracture mechanics of atomic lattice cracks advancing through the lattice by small jumps over numerous activation energy barriers on the surface of the free energy potential of the lattice. For the strength of the representative volume element (RVE) of material, simple statistical models based on chains and bundles are inadequate and a model consisting of a hierarchy of series and parallel couplings is adopted. The theory implies that the strength of one RVE must have a Gaussian cdf, onto which a Weibullian (or power-law) tail is grafted on the left at the failure probability of about 10 to 10. A positive-geometry structure of any size can be statistically modeled as a chain of RVEs. With increasing structure size, the Weibullian part of the cdf of structural strength expands from the left tail and the grafting point moves into the Gaussian core, until eventually, for a structure size exceeding about 10 equivalent RVEs, the entire cdf becomes Weibullian. Relative to the standard deviation, this transition nearly doubles the distance from the mean to the point of failure probability 10. Contrary to recent empirical models, it is found that the strength threshold must be zero. This finding and the size effect on cdf has a major effect on the required safety factor. The theory is further extended to model the lifetime distribution of quasibrittle structures under constant load (creep rupture). It is shown that, for quasibrittle materials, there exists a strong size effect on not only the structural strength but also the lifetime, and that the latter is stronger. Like the cdf of strength, the cdf of lifetime, too, is found to change from Gaussian with a remote power-law tail for small sizes, to Weibullian for large sizes. Furthermore, the theory provides an atomistic justification for the powerlaw form of Evans’ law for crack growth rate under constant load and of Paris’ law for crack growth under cyclic load. For various quasibrittle materials, such as industrial and dental ceramics, concrete and fibrous composites, it is finally demonstrated that the proposed theory correctly predicts the experimentally observed deviations of strength and lifetime histograms from the classical Weibull theory, as well as the deviations of the mean size effect curves from a power law.

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Journal ArticleDOI

Unified nano-mechanics based probabilistic theory of quasibrittle and brittle structures: I. Strength, static crack growth, lifetime and scaling

TL;DR: In this paper, the authors extended the theoretical framework presented in the preceding Part I to the lifetime distribution of quasibrittle structures failing at the fracture of one representative volume element under constant amplitude fatigue.
Journal ArticleDOI

Scaling of strength and lifetime probability distributions of quasibrittle structures based on atomistic fracture mechanics

TL;DR: A recently proposed theory for the strength cdf of quasibrittle structure is refined by deriving it from fracture mechanics of nanocracks propagating by small, activation-energy-controlled, random jumps through the atomic lattice, which provides a plausible physical justification of the power law for subcritical creep crack growth.
Book

Fracture Mechanics of Concrete: Structural Application and Numerical Calculation

G.C. Sih, +1 more
TL;DR: In this paper, the authors present a model for the mechanics of fracture and progressive cracking in plain and reinforced concrete structures, as well as a general model for tensile fracture of concrete.
Journal ArticleDOI

Random Lattice-Particle Simulation of Statistical Size Effect in Quasi-Brittle Structures Failing at Crack Initiation

TL;DR: In this article, the authors modeled the structural failure of concrete structures by a network of axial springs with degrading stiffness, and analyzed the statistical size effect of failure at crack initiation.
Journal ArticleDOI

Size effects in statistical fracture

TL;DR: In this paper, a review of statistical theories and numerical methods employed to consider the sample size dependence of the failure strength distribution of disordered materials is presented, and the analytical predictions of extreme value statistics and fiber bundle models and their limitations are discussed.
References
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Book

Fracture and Size Effect in Concrete and Other Quasibrittle Materials

TL;DR: In this paper, the authors used the Weibull-type approach to measure the effect of size effect on structural strength of a crack and its size effect in terms of the number of cracks and the size of the cracks.
Book ChapterDOI

The Fokker-Planck Equation

TL;DR: The Fokker-Planck equation as mentioned in this paper describes the evolution of conditional probability density for given initial states for a Markov process, which satisfies the Ito stochastic differential equation.
Journal ArticleDOI

Nonlocal integral formulations of plasticity and damage: Survey of progress

TL;DR: The nonlocal continuum concept has emerged as an effective means for regularizing the boundary value problems with strain softening, capturing the size effects and avoiding spurious localization that gives rise to pathological mesh sensitivity in numerical computations as mentioned in this paper.
Journal ArticleDOI

The formation of equilibrium cracks during brittle fracture. General ideas and hypotheses. Axially-symmetric cracks

TL;DR: In this paper, a large number of investigations have been devoted to the problem of the formation and the development of a crack during brittle fracture of solids, and the first of these was the well-known work of Griffith [l] devoted to determination of the critical length of the crack at a given load, i.e. the length at which it begins to widen catastrophically.
Book

Ceramics: Mechanical Properties, Failure Behaviour, Materials Selection

Dietrich Munz, +1 more
TL;DR: In this paper, the authors proposed a method for the determination of the Mode-I Fracture Toughness KIc (KIc) of a porosity-based tensile pipe.
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