Development and Application of the Finite Element Method based on MATLAB
Development and Application of the Finite Element Method based on MATLAB
Herbert Baaser,
Springer | 2010 | ISBN: 3642131522 | 64 pages | PDF | 1 MB
From preface:
The intention of this booklet is a brief but general introduction into the
treatment of the Finite Element Method (FEM)
...
In the main focus are students of applied mechanics, mechanical and civil engineering sciences and interested CAx engineers doing their daily job and want to know what happens behind. For all of them, this book enables a self–study in doing and implementation of given or self developed algorithm within the wide field of the Finite Element Method. Thus, one can easily go into a training in basics of element and material formulations.
Additionally, some sections or hints may animate the reader for a critical reflexion of his doing in using commercial FE codes and relating applications. Often, this enables an increase of effectivity in the state of development when
there is a open tool for implementations before one goes to the user interfaces of commercial FE systems. By that understanding, the FEM can also be seen as optimal approximation method for nonlinear (solid) continuum mechanics
as well for the spatial description as for the nonlinearities of the material law, which become a more and more relevance in engineering simulations.
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Hi, everyone
Everyone can upload this book for me! Thanks!
Soil Mechanics: A One-Dimensional Introduction
Author: Wood David Muir
Paperback: 252 pages
Publisher: Cambridge University Press; 1 edition (28 Sep 2009)
Language English
ISBN-10: 0521741327
ISBN-13: 978-0521741323
In Situ Testing in Geomechanics: The Main Tests
Author: Fernando Schnaid
Paperback: 352 pages
Publisher: Spon Press; 1 edition (January 29, 2009)
Language: English
ISBN-10: 041543386X
ISBN-13: 978-0415433860
Posted by: Maggie - 05-12-2010, 09:01 AM - Forum: Archive
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Dear all,
I really need NZS 4230:1990, “Code of Practice for the Design of Masonry Structures”, that is a New Zealand standard. If anyone could help me, I would appreciate it a lot.
Practical Fluid Mechanics for Engineering Applications
Practical Fluid Mechanics for Engineering Applications
John J. Bloomer,
CRC | 1999 | ISBN: 082479575X | 416 pages | PDF | 10,3 MB
Provides the definition, equations and derivations that characterize the foundation of fluid mechanics utilizing minimum mathematics required for clarity yet retaining academic integrity. The text focuses on pipe flow, flow in open channels, flow measurement methods, forces on immersed objects, and unsteady flow. It includes over 50 fully solved problems to illustrate each concepts.;Three chapters of the book are reprinted from Fundamental Fluid Mechanics for the Practical Engineer by James W. Murdock.
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Comprehensive Composite Materials : 6 Volume Set with internet access
by A., Ed. Kelly
PERGAMON PRESS; 1 edition (July 1, 2000) | ISBN:0080429939 | PDF | 5300 pages | 210 Mb
Volume 1: Fiber Reinforcements and General Theory of Composites
Volume 2: Polymer Matrix Composites
Volume 3: Metal Matrix Composites
Volume 4: Carbon/Carbon, Cement, and Ceramic Matrix Composites
Volume 5: Test Methods, Nondestructive Evaluation, and Smart Materials
Volume 6: Design and Applications
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Risk and Insurance in Construction
Nael G. Bunni,
Taylor & Francis; 2nd edition (June 6, 2003) | English | 0419213805 | 496 pages | PDF | 7.80 MB
Those involved in construction have to cope with so much learning in their own discipline that they shun further involvement in subjects such as insurance and law, which in themselves are so deeply and intensely complex. However, insurance and law are interwoven in the basic procedures used in the construction industry for undertaking work, be they design, construction, supervision or operation, or any combination of them. Furthermore, they both interact with the theory of risk and the application of risk management. From the legal point, the interaction with risk emanates from the very purpose of the construction contract, which is to allocate the risks between the parties to which the project is exposed. From an insurance aspect, risk forms the basis of insurability and premium calculation.
This thorough and readable text deals with the subject of construction insurance from the rationale behind it through to its day-to-day practice.
Second edition: The text has been revised extensively and substantially re-written.
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Hardbound. During the last ten years, our understanding of the perfect plasticity and the associated flow rule assumption on which limit analysis is based has increased considerably. Many extensions and advances have been made in applications of limit analysis to the area of soil dynamics, in particular, to earthquake-induced slope failure and landslide problems and to earthquake-induced lateral earth pressures on rigid retaining structures. The purpose of the book therefore is in part to discuss the validity of the upper bound work (or energy) method of limit analysis in a form that can be appreciated by a practicing soil engineer, and in part to provide a compact and up-to-date summary of recent advances in the applications of limit analysis to earthquake-induced stability problems in soil mechanics.
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* Publisher: NRC Research Press
* Number Of Pages: 188
* Publication Date: 1998-03-01
* ISBN-10 / ASIN: 0660174049
* ISBN-13 / EAN: 9780660174044
* Binding: Paperback
Product Description:
This revised publication replaces The Canadian System of Soil Classification (second edition) published in 1987. The changes incorporated in this current publication are based on the work of the Soil Classification WorkingGroup (SCWG) formerly of the Expert Committee on Soil Survey, and continued by the Land Resource Division of the former Centre for Land and Biological Resources Research. Current taxonomic activities are part of the Land Resources Program of the Eastern Cereal and Oilseed Research Centre, Ottawa, Ontario. Highlights of the third edition:
A tenth order, Vertisolic, has been added;
Subgroups intergrading to the Vertisolic Order have been added in the Chernozemic,
Gleysolic, Luvisolic, and Solonetzic Orders;
Major revisions have been carried out to the Cryosolic Order;
A complete key to soil classification has been added in chapter 3.
The main initiative for establishing the Vertisolic Order resulted from the Sixth International Soil Correlation Meeting on Characterization, Classification, and Utilization of Cold Aridisols and Vertisols organized by the United States Department of Agriculture. Another key initiative for establishing the Vertisolic Order in Canada was the decision by the United States Department of Agriculture to establish a new suborder Cryert in the Vertisol Order of U.S. Soil Taxonomy that allows clay soils with Vertic properties that occur in cold climates to be classified as Vertisols. In light of these events, a review of the classification of clay soils in Canada by the Soil Classification Working Group led to the recommendation to establish the Vertisolic Order.
The main reasons for modifying the Cryosolic Order stemmed from the results of an International Correlation Meeting on Permafrost Affected Soils. In addition work by Charles Tarnocai, Ottawa, and Scott Smith, Whitehorse, who assisted the International Gelisol Working Group in establishing the Gelisol Order for the U.S. Soil Taxonomy led to the modification of the Cryosolic Order. The most significant changes include adding several new subgroups in both the Turbic Cryosol and Static Cryosol great groups and revising the description of all subgroups to make them as uniform as possible and to clearly identify those properties diagnostic of the particular subgroup.
Another new and useful addition to the third edition is the introduction of a Key to Soil Classification, which provides keys to soil orders, soil great groups, and soil subgroups. Complete definitions of each order, great group, and subgroup are contained in the chapter on each order. All the keys are arranged in a systematic order and are based on diagnostic soil criteria (or criterion).
In addition to the revisions described above, a number of errors and discrepancies in the 1987 edition of The Canadian System of Soil Classification have been corrected. As well, the wording has been changed in many instances to remove ambiguity, to standardize terminology, and to make the intent more easily understood.
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