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Slope Analysis Using Boundary Elements

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Release : 2013-03-09
Genre : Science
Kind : eBook
Book Rating : 185/5 ( reviews)

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Book Synopsis Slope Analysis Using Boundary Elements by : Yansheng Jiang

Download or read book Slope Analysis Using Boundary Elements written by Yansheng Jiang. This book was released on 2013-03-09. Available in PDF, EPUB and Kindle. Book excerpt: The aim of this book is to provide a new angle on the analysis of slope stability with the Boundary Element Method. The main advantages of BEM are the reduction of the dimensionality of the problem to be solved and accurate selective calculation of internal stresses. This makes it possible, as shown in the book, to develop the algorithms of slip surface analysis of slope more accurate, more rigorous and more easy to be used than in the conventional limit equilibrium methods. The full elastoplastic analysis of slope is also investigated. Besides, the interested reader can find a detailed study of Melan's fundamental solution such as its displacements, its corresponding Galerkin tensor and the treatment of body forces in the half-plan. The basic theory of BEM is outlined in the book so that undergraduate and graduate students of civil engineering, mining engineering and engineering geology can read it without difficulty.

Boundary Element Methods in Structural Analysis

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Release : 1989
Genre : Mathematics
Kind : eBook
Book Rating : /5 ( reviews)

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Book Synopsis Boundary Element Methods in Structural Analysis by : D. E. Beskos

Download or read book Boundary Element Methods in Structural Analysis written by D. E. Beskos. This book was released on 1989. Available in PDF, EPUB and Kindle. Book excerpt:

Computational Tensor Analysis of Shell Structures

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Release : 2012-12-06
Genre : Technology & Engineering
Kind : eBook
Book Rating : 437/5 ( reviews)

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Book Synopsis Computational Tensor Analysis of Shell Structures by : Steve Naomis

Download or read book Computational Tensor Analysis of Shell Structures written by Steve Naomis. This book was released on 2012-12-06. Available in PDF, EPUB and Kindle. Book excerpt: This book presents a method which is capable of evaluating the deformation characteristics of thin shell structures A free vibration analysis is chosen as a convenient means of studying the displacement behaviour of the shell, enabling it to deform naturally without imposing any particular loading conditions. The strain-displacement equations for thin shells of arbitrary geometry are developed. These relationships are expressed in general curvilinear coordinates and are formulated entirely in the framework of tensor calculus. The resulting theory is not restricted to shell structures characterized by any particular geometric form, loading or boundary conditions. The complete displacement and strain equations developed by Flugge are approximated by the curvilinear finite difference method and are applied to computing the natural frequencies and mode shapes of general thin shells. This approach enables both the displacement components and geometric properties of the shell to be approximated numerically and accurately. The selection of an appropriate displacement field to approximate the deformation of the shell within each finite difference mesh is discussed in detail. In addition, comparisons are made between the use of second and third-order finite difference interpolation meshes.

Modern Practice in Stress and Vibration Analysis

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Release : 2013-10-22
Genre : Technology & Engineering
Kind : eBook
Book Rating : 925/5 ( reviews)

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Book Synopsis Modern Practice in Stress and Vibration Analysis by : J. E. Mottershead

Download or read book Modern Practice in Stress and Vibration Analysis written by J. E. Mottershead. This book was released on 2013-10-22. Available in PDF, EPUB and Kindle. Book excerpt: Modern Practice in Stress and Vibration Analysis documents the proceedings of the conference on Modern Practice in Stress and Vibration Analysis organized by the Stress Analysis Group of the Institute of Physics at the University of Liverpool, 3-5 April 1989. The Group has been known in the UK for its contribution in providing meetings with an emphasis on application, covering topics which range widely to include modern numerical techniques and advanced experimentation. The volume contains 34 papers presented by researchers at the conference covering a wide range of topics such as the application of the sensitivity analysis method to structural dynamics; passive and active vibration control for use in vibration suppression in spacecraft; analysis of an ultrasonically excited thick cylinder; and the prediction of vibrational power transmission through a system of jointed beams carrying longitudinal and flexural waves. It is hoped that the contributions published in this book will be of value to the broad community of practitioners in stress and vibration analysis whom the Stress Analysis Group exists to serve.

Boundary Element Method in Geomechanics

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Release : 2012-12-06
Genre : Technology & Engineering
Kind : eBook
Book Rating : 999/5 ( reviews)

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Book Synopsis Boundary Element Method in Geomechanics by : W.S. Venturini

Download or read book Boundary Element Method in Geomechanics written by W.S. Venturini. This book was released on 2012-12-06. Available in PDF, EPUB and Kindle. Book excerpt: Numerical techniques for solving many problems in continuum mechanics have experienced a tremendous growth in the last twenty years due to the development of large high speed computers. In particular, geomechanical stress analysis can now be modelled within a more realistic context. In spite of the fact that many applications in geomechanics are still being carried out applying linear theories, soil and rock materials have been demonstrated experimentally to be physically nonlinear. Soils do not recover their initial state after removal of temporary loads and rock does not deform in proportion to the loads applied. The search for a unified theory to model the real response of these materials is impossible due to the complexities involved in each case. Realistic solutions in geomechanical analysis must be provided by considering that material properties vary from point to point, in addition to other significant features such as non-homogeneous media, in situ stress condition, type of loading, time effects and discontinuities. A possible alternative to tackle such a problem is to inttoduce some simplified assumptions which at least can provide an approximate solution in each case. The validity or accuracy of the final solution obtained is always dependent upon the approach adopted. As a consequence, the choice of a reliable theory for each particular problem is another difficult decision which should be 2 taken by the analyst in geomechanical stress analysis.

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