1993
DOI: 10.1115/1.2900839
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Stability of Structures: Elastic, Inelastic, Fracture, and Damage Theories

Abstract: This book is the third in a series of volumes by Y. C. Fung on biomechanics. The first two were Biomechanics: Mechanical Properties of Living Tissues (1981) and Biodynamics: Circulation (1984). In these books the author describes the constitutive behavior of biological tissues, the functional mechanics of the body's organs, and related engineering problems. The present volume, like the previous two, summarizes the application of an enormously wide spectrum of mechanics and thermodynamics to physiology and the … Show more

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Cited by 182 publications
(269 citation statements)
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“…This discrepancy occurs because they employed the so-called equilibrium analysis [e.g., Bazant and Cedolin, 1991], which requires anapproximation of the inherently time-dependent viscous formulationby an effective quasi-static (e.g., elastic) model involving only stationary parameters (e.g., background strain rate _ e B ). To achieve this reduction, the kinematic equation (8) was approximated as…”
Section: Discussionmentioning
confidence: 99%
“…This discrepancy occurs because they employed the so-called equilibrium analysis [e.g., Bazant and Cedolin, 1991], which requires anapproximation of the inherently time-dependent viscous formulationby an effective quasi-static (e.g., elastic) model involving only stationary parameters (e.g., background strain rate _ e B ). To achieve this reduction, the kinematic equation (8) was approximated as…”
Section: Discussionmentioning
confidence: 99%
“…In short thin-walled plate structures, the lowest critical load corresponds to local buckling which does not cause damage to these structures. This being the case, when the critical load is exceeded, the element can still operate because the post-critical equilibrium path is stable and symmetric [1][2][3][4]. This means that the increase in wall deflection involves an increase in compressive load both for the positive and negative total deflection (Fig.…”
Section: Introductionmentioning
confidence: 99%
“…Although there is no exact solution for the horizontal stress distribution at the surface of a half plane due to an edge crack, this stress shadow can be estimated. The simplest approximation is that the stress increases linearly from zero at the edge of the fracture with a gradient of 1/p [Bazant and Cedolin, 1991].…”
Section: Balme Et Al: Fractures On Venusmentioning
confidence: 99%