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Titlebook: Elasticity; J. R. Barber Book 1992 Kluwer Academic Publishers 1992 fracture.fracture mechanics.materials.mechanics.numerical methods.stres

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书目名称Elasticity
编辑J. R. Barber
视频video
丛书名称Solid Mechanics and Its Applications
图书封面Titlebook: Elasticity;  J. R. Barber Book 1992 Kluwer Academic Publishers 1992 fracture.fracture mechanics.materials.mechanics.numerical methods.stres
描述The subject of Elasticity can be approached from several points of view, depending on whether the practitioner is principally interested in the mathematicalstructure of the subject or in its use in engineering applications and in the latter case, whether essentially numerical or analytical methods are envisaged as the solution method. My first introduction to the subject was in response to a need for information about a specific problem in Tribology. As a practising engineer with a background only in elementary Strength of Materials, I approached that problem initially using the con­ cepts of concentrated forces and superposition. Today, with a rather more extensive knowledge of analytical techniques in Elasticity, I still find it helpful to go back to these roots in the elementary theory and think through a problem physically as well as mathematically, whenever some new and unexpected feature presents difficulties in research. This way of thinking will be found to permeate this book. My engineering background will also reveal itself in a tendency to work examples through to final expressions for stresses and displacements, rather than leave the derivation at a point where the rema
出版日期Book 1992
关键词fracture; fracture mechanics; materials; mechanics; numerical methods; stress; thermoelasticity
版次1
doihttps://doi.org/10.1007/978-94-011-2454-6
isbn_softcover978-0-7923-1610-7
isbn_ebook978-94-011-2454-6Series ISSN 0925-0042 Series E-ISSN 2214-7764
issn_series 0925-0042
copyrightKluwer Academic Publishers 1992
The information of publication is updating

书目名称Elasticity影响因子(影响力)




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书目名称Elasticity被引频次




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End Effectse weak sense of force resultants, through equation (5.46). In general, if a rectangular beam is loaded by tractions of finite polynomial form, a finite polynomial solution can be obtained which satisfies the boundary conditions in the strong (i.e. pointwise) sense on two edges and in the weak sense
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Curved Beam Problems8, except for a few important differences—notably that (i) the ends of the beam constitute two new boundaries on which boundary conditions (usually weak boundary conditions) are to be applied and (ii) it is no longer necessary to enforce continuity of displacements (see §9.3.1), since a suitable pri
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Forces, Dislocations and Cracksstress field due to a concentrated force (the . and a dislocation. Both solutions involve a singularity in stress with exponent -1 and are therefore inadmissable according to the criterion of §11.2.1. However, like the Flamant solution considered in Chapter 12, they can be used as Green’s functions
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