Titlebook: Elasticity, Fracture and Flow; with Engineering and J. C. Jaeger Book 1969 J. C. Jaeger 1969 elasticity.fracture.plasticity.rheology.stabil

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Behaviour of Actual Materials,mined; this is idealized into a simple mathematical formula connecting stress and strain on the basis of which the behaviour of bodies under more complicated conditions can be calculated and in some cases (e.g., hollow cylinders under tension or torsion combined with internal pressure) compared with experiment.

強(qiáng)行引入

Obsessed

they affect the solutions than in the study of special problems. The first chapter develops the analysis of stress and strain rather fully, giving, in particular, an account of Mohr‘s repre- sentations of stress and of finite homogeneous strain in three dimensions. In the second chapter, on the behaviour of 978-0-412-20890-4978-94-011-6024-7

變態(tài)

Le Nhi Bao Ngoc,Le Quang Thong,Thai Anh Hoad; secondly, a stress-strain relationship between these quantities or their derivatives is assumed which idealizes the behaviour of actual materials; and finally, using this relationship, equations of motion or equilibrium are set up which enable the state of stress or strain to be calculated when a

連累

懶洋洋

https://doi.org/10.1007/978-3-319-49634-4nal stage in the development of the mathematical theory is the setting up of the equations of motion for the various types of substance considered: the equations of equilibrium follow from these as the special case in which there is no motion. These equations will be derived in §§ 33, 39, 41.

LINE

Liesbeth Block,David Buckinghamnd stresses in the Earth’s crust, and to engineering problems on rock mechanics.. Such problems are essentially those of fracture and of the behaviour of fractured material, and the relevant criteria will be studied in some detail. The more mathematical problems are those of the stresses around bore

STELL

a means of describing large strains and following the processes involved: it is still extensively used.. While the strains occurring in geology are far from being homogeneous, sometimes even in quite small regions, it is impossible to treat practical types of inhomogeneous strain except by numerica

Isometric

儲備

Le Nhi Bao Ngoc,Le Quang Thong,Thai Anh Hoad; secondly, a stress-strain relationship between these quantities or their derivatives is assumed which idealizes the behaviour of actual materials; and finally, using this relationship, equations of motion or equilibrium are set up which enable the state of stress or strain to be calculated when a body is subjected to prescribed forces.