2 edition of **Non-Classical Problems in the Theory of Elastic Stability** found in the catalog.

- 194 Want to read
- 13 Currently reading

Published
**2001** by Cambridge University Press in Cambridge .

Written in English

- Statistical methods,
- Probabilities,
- Structural stability,
- Elastic analysis (Engineering),
- Buckling (Mechanics)

**Edition Notes**

Other titles | Cambridge books online. |

Statement | Isaac Elishakoff, Yiwei Li, James H. Starnes, Jr |

Contributions | Cambridge University Press |

The Physical Object | |
---|---|

Format | [electronic resource]. / |

Pagination | 1 online resource (356 p.) : |

Number of Pages | 356 |

ID Numbers | |

Open Library | OL25554816M |

ISBN 10 | 0511529651 |

ISBN 10 | 9780511529658 |

OCLC/WorldCa | 668202019 |

Computational Methods in Elasticity and Plasticity: Solids and Porous Media presents the latest developments in the area of elastic and elasto-plastic finite element modeling of solids, porous media and pressure-dependent materials and structures. The book covers the following topics in depth: the mathematical foundations of solid mechanics, the finite element method for solids and porous. theory of elastic stability Download theory of elastic stability or read online here in PDF or EPUB. Please click button to get theory of elastic stability book now. All books are in clear copy here, and all files are secure so don't worry about it. This site is like a library, you could find million book here by using search box in the widget. We provide a framework for the analysis of a large class of discontinuous methods for second-order elliptic problems. It allows for the understanding and comparison of most of the discontinuous Galerkin methods that have been proposed over the past three decades for the numerical treatment of Cited by: In this study, the non-local Euler-Bernoulli beam theory was employed in the nonlinear free and forced vibration analysis of a nanobeam resting on an elastic foundation of the Pasternak type. The analysis considered the effects of the small-scale of the nanobeam on the frequency. By utilizing Hamilton’s principle, the nonlinear equations of motion, including stretching of the neutral axis Cited by:

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The object of this book is to clarify the whole aspect of the basic problems concerning the elastic stability of of circular cylindrical shells under typical loading conditions. The book deals with buckling, postbuckling and initial postbuckling problems under one of the three fundamental loads, that is, torsion, pressure and compression.

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This book gives a unified presentation of the field of stability. Buckling and post-buckling states are. Isaac Elishakoff is a Distinguished Research Professor in the Ocean and Mechanical Engineering Department in the Florida Atlantic University, Boca Raton, Florida.

He is an authoritative figure in the broad area of mechanics. He has made several contributions in the areas of random vibrations, solid mechanics of composite material, semi-inverse problems of vibrations and stability, functionally Alma mater: Moscow Power Engineering.

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The history of elastic stability, as opposed to the much older general concept of stability—starts with the experiments of Musschenbroek, the first author who enunciated that the resistance of a beam under axial loads depends on the inverse of the square of its length” and the theoretical studies of Leonhard Euler (see also,) who gave us Cited by: Discover Book Depository's huge selection of Isaac E Elishakoff books online.

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Non-Classical Problems in the Theory of Elastic Stability When a structure is put under an increasing compressive load, it may become unstable and buckle. Buckling is a particularly signiﬁcant concern in designing shell structures such as aircraft, automobiles, ships, or bridges.

This book presents, in a uniform way, several problems in applied mechanics, which are analysed using the matrix theory and the properties of eigenvalues and eigenvectors.

It reveals that various problems and studies in mechanical engineering produce certain patterns that can be treated in a similar way. Spatial problems of elasticity and plasticity theory. In 6 vol.

V Static of elastic bodies with non- canonical form. Naukova Dumka, Kiev,p. Co-author Spatial problems of elasticity and plasticity theory. In 6 vol. V Three-dimensional stability theory of deformed bodies.

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The focus is put on the following problems: new theories (based on two-dimensional field equations but describing non-classical effects), new constitutive equations (for materials like sandwiches, foams, etc. and which can be combined with the two-dimensional shell.

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/ Non-Classical Problems in the Theory of Elastic Stability (GIULIANO AUGUSTI) – Supplement Meccanica Information M31 Calendar. Non-Classical Problems in the Theory of Elastic Stability by Isaac Elishakoff,Yiwei Li,James H. Starnes, Jr Summary. Presents techniques for stability analysis based on the probabilistic theory of stability or 'anti-optimization' theory.

Non-classical problems in the theory of elastic stability Theory of Elastic Stability, International Student Edition, Second edition Stability of Stochastic Elastic and Viscoelastic Systems.

The theory of shell structures is an old and large subject, with a huge literature. However, this book is not a compilation of results from the past. Instead, it is an attempt to bring the essence of the subject within the grasp of by: Non-Classical Problems of Fracture Mechanics, tom II, Naukova Dumka, Kiev, in Russian, 27–74 Google Scholar 8.

Lekhnitski S. (): Theory of Elasticity of Aniosotropic Elastic : Eduard Marius Craciun. If the address matches an existing account you will receive an email with instructions to reset your password.Hyperbolic Problems: Theory, Numerics, Applications Seventh International Conference in Zürich, February Volume I.

Editors: Jeltsch, Rolf, Fey, Michael (Eds. A consistent theory for thin anisotropic layered structures is developed starting from asymptotic analysis of 3D equations in linear elasticity. The consideration is not restricted to the traditional boundary conditions along the faces of the structure expressed in terms of stresses, originating a new type of boundary value problems, which is.