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Journal ArticleDOI

The brittle compressive fracture of ice

Erland M. Schulson
- 01 Oct 1990 - 
- Vol. 38, Iss: 10, pp 1963-1976
TLDR
In this paper, the brittle compressive fracture under uniaxial loading of fresh-water, granular ice Ih has been studied, and the results are explained in terms of the frictional crack sliding-wing crack model.
Abstract
The brittle compressive fracture under uniaxial loading of fresh-water, granular ice Ih has been studied. Measurements are reported of the fracture stress at temperatures from −10 to −50°C at strain rates of 10 −3 and 10 −1 s −1 for grain sizes from approximately 1 to 10 mm. Also a summary is reported of measurements by Jones et al . (unpublished) of the kinetic coefficient of friction for ice on ice at temperatures from −10 to −40°C at sliding velocities from 5 × 10 −7 m s −1 to 5 × 10 −2 ms −1 . Observations via high speed photography of internal cracking during loading are included. The strength, albeit scattered, increases with decreasing grain size, with decreasing temperature and at −10°C with decreasing strain rate. Similarly, the coefficient of friction increases with decreasing temperature and at −10°C with decreasing sliding velocity. Wing cracks were observed on some inclined cracks nucleated during loading. The results are explained in terms of the frictional crack sliding-wing crack model [as developed by Ashby and Hallam, Acta metall. 34, 497 (1986)] of compressive fracture. Finally, a simple model is presented for the transition from ductile to brittle behavior. It is based upon the competition between the building up and the relaxation of internal stresses within the vicinity of the internal cracks, and it leads to a transition strain rate which can be expressed in terms of the fracture toughness, the creep rate, the kinetic coefficient of friction and the microstructural scale of the material.

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Journal ArticleDOI

Scaling of Structural Failure

Abstract: This article attempts to review the progress achieved in the understanding of scaling and size ef­ fect in the failure of structures. Particular emphasis is placed on quasi brittle materials for which the size etTect is important and complicated. After reflections on the long history of size effect studies, attention is focused on three main types of size effects, namely the statistical size effect due to randomness of strength, the energy release size effect, and the possible size effect due to fractality of fracture or microcracks. Definitive conclusions on the applicability of these theories are drawn. Subsequently, the article discusses the application of the known size effect law for the measurement of material fracture properties, and the modeling of the size effect by the cohesive crack model, non local finite element models and discrete element models. Extensions to com­ pression failure and to the rate-dependent material behavior are also outlined. The damage con­ stitutive law needed for describing a microcracked material in the fracture process zone is dis­ cussed. Various applications to quasibrittle materials, including concrete, sea ice, fiber compos­ ites, rocks and ceramics are presented. There are 377 references included in this article.
Journal ArticleDOI

Brittle failure of ice

TL;DR: In this article, the brittle failure of polycrystalline ice at temperatures > 0.8Tmp and strain rates (∼10−7−10−1 s−1) is discussed.
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The structure and mechanical behavior of ice

TL;DR: An overview of the structure and mechanical behavior of polycrystalline terrestrial ice is given in this paper, where the authors present an overview of various structural and mechanical properties of terrestrial ice.
Journal ArticleDOI

Mechanics of ice–structure interaction

TL;DR: In this paper, the physical processes involved in the interaction of ice masses with offshore structures are described, and two pressure-area relationships have been deduced, which take into account the randomness of data.
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Modeling of surface texturing in hydrodynamic lubrication

TL;DR: Theoretical modeling of surface texturing in hydrodynamic lubrication is a necessary first step to obtain favorable effect of the texturing as mentioned in this paper, and a comprehensive summary of the modeling of several basic applications that was done mostly by the author's group at Technion and published in the relevant literature.
References
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Book

Fundamentals of rock mechanics

TL;DR: In this article, Mecanique des roches and Analyse des contraintes were used to construct Elasticite Reference Record (ER) and Elasticite reference record (ER).
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The failure of brittle solids containing small cracks under compressive stress states

TL;DR: In this article, a model for the growth and interaction of cracks in brittle solids under compressive stress states is developed, where a critical stress is required to initiate crack growth: it depends on the initial crack length and orientation, the coefficient of friction and on the stress state.
Journal ArticleDOI

Compression-induced nonplanar crack extension with application to splitting, exfoliation, and rockburst

TL;DR: In this article, the authors analyzed the growth process of a pre-existing straight crack, induced by overall far-field compression, and quantified various parameters which characterize its growth process, including the rate of increase of the length of the extended portion with respect to increasing axial compression.
Journal ArticleDOI

A microcrack model for the deformation and failure of brittle rock

TL;DR: In this article, a model derived from the mechanics of tensile microcracks is presented which describes the deformation of brittle rock, and the model employs the assumption that stress and time-dependent microcrack growth is responsible for the inelastic deformation.
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