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Limit Analysis and Soil Plasticity (Developments in Geotechnical Engineering)
The exceeding well-written treatise can serve not only as a valuable reference work on the use of limit analysis in soil mechanics, but also as an excellent text on limit analysis in general.
-W. Prager, Applied Mechanics
Devoted to the theory and applications of limit analysis as applied to soil mechanics, this text also contains information on soil plasticity and rock-like material such as concrete. The first part of the book describes the techniques of limit analysis in detail and are illustrated by many examples. The second part deals with the applications of limit analysis to 'classical soil mechanics problems' and the third part presents advances on bearing capacity problems of concrete blocks or rock. The final part discusses the modern development of the theory of soil plasticity.
An unabridged J. Ross Publishing republication of the edition published by Elsevier Scientific Publishing Co., Amsterdam, 1975, 638pp.
Content:
Chapter 1 - Introduction
Pages 1-14
Chapter 2 - The Assumptions and Theorems Used in Limit Analysis
Pages 15-45
Chapter 3 - Limit Analysis by the Upper-Bound Method
Pages 47-106
Chapter 4 - Limit Analysis by the Lower-Bound Method
Pages 107-167
Chapter 5 - Progressive Failure of Footings
Pages 169-210
Chapter 6 - Bearing Capacity of Strip Footings
Pages 211-294
Chapter 7 - Bearing Capacity of Square, Rectangular and Circular Footings
Pages 295-340
Chapter 8 - Active and Passive Earth Pressures
Pages 341-398
Chapter 9 - Stability of Slopes
Pages 399-445
Chapter 10 - Bearing Capacity of Concrete Blocks or Rock
Pages 447-500
Chapter 11 - Double-Punch Test for Tensile Strength of Concrete, Rock and Soils Pages 501-541
Chapter 12 - Soil Plasticity – Theory and Application Pages 543-605
References Pages 607-629
Author Index Pages 631-633
Subject Index Pages 634-638
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Full Title: Up and Running with Autodesk Navisworks 2014
Author: Deepak Maini
Publisher: CreateSpace Independent Publishing Platform; 1 edition (April 15, 2013)
Language: English
ISBN-10: 1482605279
ISBN-13: 978-1482605273
Bentley Geotechnical Software 2014 version 17.00.28.00
Size: 591.5 MB
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GeoStructural Analysis (GSA) is a comprehensive integrated suite that addresses a wide range of geotechnical and analysis challenges including shoring excavation, retaining walls, foundation, settlement, slope stability, tunnels, pilling, and more.
The integrated modules share a common workflow that allows easy review of alternate designs that conform to industry standards and specifications, as well as analysis by discrete construction stages, various analysis scenarios, or evaluation of analytical solution versus Finite Element Method (FEM) solution of the same geotechnical problem.
Bentley's geotechnical software is designed by experienced engineers who fully understand the standards and requirements that facilitate high-quality data management, reporting, and analysis in the industry.
Bentley provides the following geotechnical design & analysis offerings.
- Bentley GeoStructural Analysis
Bentley's GeoStructural Analysis suite includes Excavation Analysis, Foundation Analysis, and Retaining Wall Analysis listed below, plus the following: Rock Stability, Ground Loss, Settlement, Task Manager
- Bentley GeoStructural Excavation Analysis
GeoStructural Excavation Analysis suite is designed to address analysis of excavation and retaining walls. It is most suitable and the most important suite for small companies. It consists of the following programs; Earth Pressures, Sheeting Design, Sheeting Check, Slope Stability
- Bentley GeoStructural Finite Element Analysis
The GeoStructural Finite Element Analysis suite contains tools for performing Finite Element modeling for a range of geotechnical problems including excavation, slope stability, foundation beams, settlement, tunneling, and more.
- Bentley GeoStructural Foundation Analysis
GeoStructural Analysis Foundation design modules enable users to quickly and easily develop sophisticated scenarios to facilitate designing, testing, and optimizing different foundations.
- Bentley GeoStructural Retaining Wall Analysis
GeoStructural Analysis provides a complete range of modules to develop in-depth, accurate, and fail-proof designs for all types of retaining wall structures (abutment, nailed slopes, cantilever, gabion and gravity walls, etc.).
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Meshless, or meshfree methods, which overcome many of the limitations of the finite element method, have achieved significant progress in numerical computations of a wide range of engineering problems. A comprehensive introduction to meshless methods, Meshless Methods and Their Numerical Properties gives complete mathematical formulations for the most important and classical methods, as well as several methods recently developed by the authors. This book also offers a rigorous mathematical treatment of their numerical properties—including consistency, convergence, stability, and adaptivity—to help you choose the method that is best suited for your needs.
Get Guidance for Developing and Testing Meshless Methods
Developing a broad framework to study the numerical computational characteristics of meshless methods, the book presents consistency, convergence, stability, and adaptive analyses to offer guidance for developing and testing a particular meshless method. The authors demonstrate the numerical properties by solving several differential equations, which offer a clearer understanding of the concepts. They also explain the difference between the finite element and meshless methods.
Explore Engineering Applications of Meshless Methods
The book examines how meshless methods can be used to solve complex engineering problems with lower computational cost, higher accuracy, easier construction of higher-order shape functions, and easier handling of large deformation and nonlinear problems. The numerical examples include engineering problems such as the CAD design of MEMS devices, nonlinear fluid-structure analysis of near-bed submarine pipelines, and two-dimensional multiphysics simulation of pH-sensitive hydrogels. Appendices supply useful template functions, flowcharts, and data structures to assist you in implementing meshless methods.
Choose the Best Method for a Particular Problem
Providing insight into the special features and intricacies of meshless methods, this is a valuable reference for anyone developing new high-performance numerical methods or working on the modelling and simulation of practical engineering problems. It guides you in comparing and verifying meshless methods so that you can more confidently select the best method to solve a particular problem.
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Editorial Reviews
Review
"This monograph is a blast of extensive and detailed mathematical exposition of meshless methods. It would serve as a quick reference guide for any one studying advanced numerical methods. The content has a blend of both physics and computational mathematics."
—Dr. Dominic Chandar, University of Wyoming, Laramie
"This book contains a comprehensive description of meshless approaches and their numerical algorithms. The easy-to-understand text clarifies some of the most advanced techniques for providing detailed mathematical derivation and worked examples where appropriate."
—Qinghua Qin, Australian National University, Canberra
"The authors presented a thorough, balanced, and informative review of the meshless method, which has been one of the most exciting areas in computational mechanics in the past decade. Drawing on their long‐time experience and excellent works on meshless method, the authors covered the different aspects of meshless method skillfully and addressed many of the essential and tough issues including stability head on. The book is an excellent reference for scientists and engineers interested in meshless method and, more generally, numerical methods for partial differential equations."
—Rui Qiao, Associate Professor, Department of Mechanical Engineering, Clemson University, USA
About the Author
Dr. Hua Li is currently an assistant professor at the School of Mechanical and Aerospace Engineering at Nanyang Technological University in Singapore. His research interests include the modeling and simulation of MEMS, focusing on the use of smart hydrogels in BioMEMS applications; the development of advanced numerical methodologies; and the dynamics of high-speed rotating shell structures. He has authored or co-authored several books and book chapters, as well as more than 110 articles published in top international peer-reviewed journals. His research has been extensively funded by agencies and industries and he acted as the principal investigator of a computational BioMEMS project awarded under A*STAR’s Strategic Research Programme in MEMS.
Dr. Shantanu S. Mulay currently works as a postdoctoral associate with Professor Rohan Abeyaratne of Massachusetts Institute of Technology as part of the Singapore–MIT Alliance for Research and Technology (SMART). Before joining Nanyang Technological University (NTU), Dr. Mulay worked in product enhancement of DMU (CATIA workbench) and the development of NISA (FEM product), where he gained exposure to a variety of areas such as the development of CAD translators, computational geometry, and handling user interfaces of FEM products. During his Ph.D. program at NTU, Dr. Mulay worked extensively in the field of computational mechanics and developed a meshless random differential quadrature (RDQ) method.
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This title provides a comprehensive overview of all aspects of the mechanical behavior of concrete, including such features as its elastoplasticity, its compressive and tensile strength, its behavior over time (including creep and shrinkage, cracking and fatigue) as well as modeling techniques and its response to various stimuli. As such, it will be required reading for anyone wishing to increase their knowledge in this area.
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One RAR file containing multiple PDF files for each chapter
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Plastic Design of Steel Frames assesses the current status and future direction of computer-based analyses of inelastic strength and stability for direct frame design. It shows how design rules are used in practical frame design and provides an introduction to the second-order theory of inelastic frame design.
The book includes two computer programs on a diskette: one for the first-order analyses and the other for the second-order plastic hinge analysis of planar frame design. The second-order program can be used to predict realistic strengths and stabilities of planar frames, thereby eliminating the tedious task of estimating factors for individual member capacity checks. Both programs include clear input instructions. The diskette also contains the Fortran source-code listing for the second-order plastic-hinge analysis, enabling the user to customize the program. The programs will run on an IBM PC-AT or equivalent machine with 640 kB of memory and 30 MB hard drive.
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This title provides a comprehensive overview of elastoplasticity relating to soil and rocks. Following a general outline of the models of behavior and their internal structure, each chapter develops a different area of this subject relating to the author's particular expertise. The first half of the book concentrates on the elastoplasticity of soft soils and rocks, while the second half examines that of hard soils and rocks.
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