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Author: J. M. T. Thompson
Publisher: John Wiley & Sons
ISBN:
Category : Science
Languages : en
Pages : 336
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Book Description
Author: J. M. T. Thompson
Publisher: John Wiley & Sons
ISBN:
Category : Science
Languages : en
Pages : 336
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Book Description
Author: John Michael Tutill Thompson
Publisher:
ISBN: 9780471859918
Category : Elasticity
Languages : en
Pages : 0
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Book Description
Author: Stephen P. Timoshenko
Publisher: Courier Corporation
ISBN: 0486134806
Category : Technology & Engineering
Languages : en
Pages : 562
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Book Description
Written by world-renowned authorities on mechanics, this classic ranges from theoretical explanations of 2- and 3-D stress and strain to practical applications such as torsion, bending, and thermal stress. 1961 edition.
Author: Luis A. Godoy
Publisher: CRC Press
ISBN: 9781560328575
Category : Science
Languages : en
Pages : 454
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Book Description
This book gives a unified presentation of the field of stability. Buckling and post-buckling states are studied on the basis of total potential energy of structural systems. Emphasis is placed throughout the text on post-buckling analysis and behaviour. The sensitivity of buckling and post-buckling states to changes in design parameters is also discussed as well as changes due to imperfections and damage.
Author: Teodor M. Atanackovic
Publisher: World Scientific
ISBN: 9810230540
Category : Technology & Engineering
Languages : en
Pages : 441
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Book Description
This book treats stability problems of equilibrium states of elastic rods. Euler energy and dynamical methods of stability analysis are introduced and stability criteria for each method is developed. Stability analysis is accompanied by a number of classical conservative and non-conservative, two- and three-dimensional problems. Some problems are treated by all three methods. Many generalized versions of known problems are presented (heavy vertical rod, rotating rod, Greenhill's problem, Beck's column, Pflger's rod, strongest column, etc.). The generalizations consist in using either a generalized form of constitutive equations or a more general form of loading, or both. Special attention is paid to the influence of shear stresses and axis compressibility on the value of the critical load. Variational methods are applied to obtain estimates of the critical load and maximal deflection in the post-critical state, in a selected number of examples.
Author: N.A. Alfutov
Publisher: Springer Science & Business Media
ISBN: 3540490981
Category : Science
Languages : en
Pages : 344
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Book Description
The subject discussed in this book is the stability of thin-walled elastic systems under static loads. The presentation of these problems is based on modern approaches to elastic-stability theory. Special attention is paid to the formulation of elastic-stability criteria, to the statement of column, plate and shell stability problems, to the derivation of basic relationships, and to a discussion of the boundaries of the application of analytic relationships. The author has tried to avoid arcane, nonstandard problems and elaborate and unexpected solutions, which bring real pleasure to connoisseurs, but confuse students and cause bewilderment to some practical engineers. The author has an apprehension that problems which, though interesting, are limited in application can divert the reader's attention from the more prosaic but no less sophisticated general problems of stability theory.
Author: Richard Vynne Southwell
Publisher:
ISBN:
Category : Equilibrium
Languages : en
Pages : 58
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Book Description
Author: Stephen Timoshenko
Publisher:
ISBN:
Category :
Languages : en
Pages : 519
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Book Description
Author: Warner Tjardus Koiter
Publisher:
ISBN:
Category : Cylinders
Languages : en
Pages : 326
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Book Description
A general theory of elastic stability is presented. In contrast to previous works in the field, the present analysis is augmented by an investigation of the behavior of the buckled structure in the immediate neighborhood of the bifurcation point. This investigation explains why some structures, e.g., a flat plate supported along its edges and subjected to thrust in its plane, are capable of carrying loads considerably above the buckling load, while other structures, e.g., an axially loaded cylindrical shell, collapse at loads far below the theoretical critical load.
Author: Vladimir Vasilʹevich Bolotin
Publisher:
ISBN:
Category : Aeroelasticity
Languages : en
Pages : 336
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Book Description
