Author: Milton D. Van Dyke | Size: 19.9 MB | Format:PDF | Quality:Scanner | Publisher: Parabolic Press | Year: June 15, 1975 | pages: 271 | ISBN: 0915760010, ISBN-13: 978-0915760015
Techniques for treating regular and singular perturbations are illustrated by application to problems of fluid motion. In particular, the method of matched asymptotic expansions is applied to the aerodynamics of airfoils and wings, and to viscous flow at high and low Reynolds numbers. Other topics include the methods of strained coordinates and of multiple scales, and the improvement of series.
Note:
Scanned book with two pages on single side.
Not searchable (No OCR), No bookmarks, Good quality scan.
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The Mathematical Theory of Viscous Incompressible Flow
Author: O. A. Ladyzhenskaia | Size: 2.05 MB | Format:DjVu | Quality:Scanner + OCR | Publisher: Gordon and Breach | Year: 1969 | pages: 224 | ASIN: B0006BZHHO
The Mathematical Theory of Viscous Incompressible Flow by
O. A. Ladyzhenskaia
Second English Edition, Revised and Enlarged
Translated from the Russian by
Richard A. Silverman and John Chu
This is 1987 edition, Searchable text.
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The study and application of composite materials are a truly interdisciplinary endeavour that has been enriched by contributions from chemistry, physics, materials science, mechanics and manufacturing engineering. The understanding of the interface (or interphase) in composites is the central point of this interdisciplinary effort. From the early development of composite materials of various nature, the optimization of the interface has been of major importance. While there are many reference books available on composite materials, few of them deal specifically with the science and mechanics of the interface of fiber reinforced composites. Further, many recent advances devoted solely to research in composite interfaces have been scattered in a variety of published literature and have yet to be assembled in a readily accessible form. To this end this book is an attempt to bring together recent developments in the field, both from the materials science and mechanics perspective, in a single convenient volume. The central theme of the book is tailoring the interface properties to optimise the mechanical peformance and structural integrity of composites with enhanced strength/stiffness and fracture toughness (or specific fracture resistance). It deals mainly with interfaces in advanced composites made from high performance fibers, such as glass, carbon, aramid, ultra high modulus polyethylene and some inorganic (e.g. B/W, A12O3, SiC) fibers, and matrix materials encompassing polymers, metals/alloys and ceramics. The book is intended to provide a comprehensive treatment of composite interfaces in such a way that it should be of interest to materials scientists, technologists and practising engineers, as well as graduate students and their supervisors in advanced composites. We hope that this book will also serve as a valuable source of reference to all those involved in the design and research of composite interfaces.
Hardcover: November 4, 1998
ISBN-10: 0080426956
ISBN-13: 978-0080426952
Paperback: October 21, 1998
ISBN-10: 0444544399
ISBN-13: 978-0444544391
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The result of a 10 year collaboration between the authors, two of France's leading scientists and both distinguished international figures - compile the mathematical knowledge required by researchers in mechanics, physics, engineering, chemistry and other branches of application of mathematics for the theoretical and numerical resolution of physical models on computers. Since the publication in 1924 of the "Methoden der mathematischen Physik" by Courant and Hilbert, there has been no other comprehensive and up-to-date publication presenting the mathematical tools needed in applications of mathematics in directly implementable form. The advent of large computers has in the meantime revolutionised methods of computation and made this gap in the literature intolerable: the objective of the present work is to fill just this gap. Many phenomena in physical mathematics may be modeled by a system of partial differential equations in distributed systems: a model here means a set of equations, which together with given boundary data and, if the phenomenon is evolving in time, initial data, defines the system. The advent of high-speed computers has made it possible for the first time to calculate values from models accurately and rapidly. Researchers and engineers thus have a crucial means of using numerical results to modify and adapt arguments and experiments along the way. Every facet of technical and industrial activity has been affected by these developments. Modeling by distributed systems now also supports work in many areas of physics (plasmas, new materials, astrophysics, geophysics), chemistry and mechanics and is finding increasing use in the life sciences. NOTE:
This is just Volume 2 of 6 volume collection.
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The book gives an introduction to computer-based modelling of oceanic processes. It is the first of its kind and contains over twenty practical exercises, using freely available Open-Source software, and covers a wide range of topics from long surface waves, geostrophic flows, through to the general wind-driven circulation including western boundary currents and mesoscale eddies. This author offers excellent interactive learning material for graduate students and researchers interested in dynamical processes occurring in the ocean and the computer-based modelling thereof. Only minimum mathematical background knowledge is required and the many exercises of this book are based on freely available open-source software. Complete model codes and animation scripts are provided for each exercise.
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Journal for Numerical and Analytical Methods in Geomechanics - Requested Papers
Seismic bearing capacity of shallow foundations near rock slopes using the generalized Hoek–Brown criterion
Author: Z. Saada, S. Maghous, D. Garnier | Size: 0.25 MB | Format:PDF | Quality:Original preprint | Publisher: International Journal for Numerical and Analytical Methods in Geomechanics Volume 35, Issue 6 | Year: 14 may 2010 | pages: 25 (724–748)
The seismic bearing capacity of shallow foundations resting on a modified Hoek–Brown rock mass is investigated within the framework of the kinematic approach of limit analysis theory. The analysis focuses on evaluating the reduction in bearing capacity induced by seismic loading and by the proximity of a rock slope. A pseudo-static approach is adopted to account for the earthquake effects for the seismic bearing capacity evaluations. At the rock material level, the closed-form expressions previously obtained for the support functions of the rock failure criterion allow the implementation of different failure mechanisms families, and thus to derive rigorous upper bounds estimates of the load-bearing capacity in both static and seismic conditions. The effects of geometrical, strength and loading parameters are assessed through a large number of parametric computations. Finally, design tables are presented for practical use in rock engineering.
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Seismic bearing capacity of a strip footing on rock slopes
Xiao-Li Yang
Canadian Geotechnical Journal, 2009, 46 (8), 943-954
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Hey guys, anybody out there with a pdf-version of this article by P. Papadopoulos and R. L. Taylor "On the application of multi-step integration methods to infinitesimal elastoplasticity"
If anyone is having this publication in pdf format please , share it on civilea forum . It is a professional publication .
info:
Title : Design Manual For Designing Steel Structures According to New IS: 800
Publishers :INSTITUTE FOR STEEL DEVELOPMENT & GROWTH
Publication No. : INS/PUB/114
Handbook consists of 7 chapters and appendix which are as follows:
1. Standard Steel Sections-Dimension and Properties
2. Formula for Structural Analysis- Elastic and Plastic Analysis
3. Members under Tension
4. Compression Members-Design Strength
5. Members subjected to Bending
6. Design of Members subjected to combined compression and bending
7. Connections
Appendix: Design Tensile Strength, Design Compressive Strength, Design Bending and Shear
strength, Beam column, Connections
Publication will serve as a ready reckonner to the structural Engineers/ Consultants using structural steel for designing in Limit State Method (LSM). Manual contains tables and examples showing the use of tables that facilitates ease of design of steel structural elements. Appendix covers worked out examples considering various conditions of loading and cases. These are presented to illustrate the steps of designs without any accompanying tables. This will assist a design Engineers in learning the stipulations of new IS:800 (IS:800-2007) as well as checking design calculations as per the said code.
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