Autodesk CFD software provides computational fluid dynamics and thermal simulation tools to help you make great products Pair the CFD Design Study Environment with a solver to predict product performance,optimize designs, and validate product behavior before manufacturing.
Autodeskยฎ CFD 2017 contains several new features and functional updates designed to improve the modeling process, simulation fidelity, and the overall user experience.
Results Visualization
Custom Result Quantities
Particle Traces
Iso Volumes
Updated Results Workflows, including the Design Study Bar
Modeling
Wall Layers
Heat Exchanger Humidity
Meshing for Surface Wrapped and Faceted (STL) Models
Model Assessment Toolkit
Surface Wrapping
Hydrostatic Pressure
New Solver Technology
Computers for your analysis.
Scalable Solver...
User Interface
Improvements to the Cloning Workflow
Customer Involvement
Image Resolution
and more...
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3ds Max software provides a comprehensive 3D modeling, animation, rendering, and compositing solution for games, film, and motion graphics artists. 3ds Max has tools for crowd generation, particle animation, and perspective matching, as well as support for DirectX 11 shaders.
Here are some of the Autodesk 3ds Max 2017 changes are:
โ Viewport navigation: Orbit point of interest / Orbit sub object
โ Viewport zoom is now infinite
โ Local Aligned coordinate system for sub objects. Verts and edges have local coordinate systems.
โ mirror tool now has geometry mode โ adds geometry modifier
โ UV editor; flatten by material id
โ UV editor; flatten by smoothing groups
โ A lot of new tools in curve editor + buffer curves
โ Offset controllers
โ Camera sequencer
โ Physical material
โ Slate material editor can now pick mats from legacy editor sample slots via RMB
โ New render added โ ART. Seems like itโs the same ray tracing engine used in 360, but with animation ability.
โ Mental ray is now installed separately (as a sub-component).
โ Scene converter โ converts scenes to ART rendered.
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Role of Seismic Testing Facilities in Performance-Based Earthquake Engineering
Author(s)/Editor(s): Michael N. Fardis and Zoran T. Rakicevic | Size: 11 MB | Format:PDF | Quality:Unspecified | Publisher: Springer | Year: 2012 | pages: 391 | ISBN: ISBN: 9400719760, 940073719X
Nowadays research in earthquake engineering is mainly experimental and in large-scale; advanced computations are integrated with large-scale experiments, to complement them and extend their scope, even by coupling two different but simultaneous tests. Earthquake engineering cannot give answers by testing and qualifying few, small typical components or single large prototypes. Besides, the large diversity of Civil Engineering structures does not allow drawing conclusions from only a few tests; structures are large and their seismic response and performance cannot be meaningfully tested in an ordinary lab or in the field. So, seismic testing facilities should be much larger than in other scientific fields; their staff has to be resourceful, devising intelligent ways to carry out simultaneously different tests and advanced computations. To better serve such a mission European testing facilities and researchers in earthquake engineering have shared their resources and activities in the framework of the European project SERIES, combining their research and jointly developing advanced testing and instrumentation techniques that maximize testing capabilities and increase the value of the tests. This volume presents the first outcomes of the SERIES and its contribution towards Performance-based Earthquake Engineering, i.e., to the most important development in Earthquake Engineering of the past three decades. The concept and the methodologies for performance-based earthquake engineering have now matured. However, they are based mainly on analytical/numerical research; large-scale seismic testing has entered the stage recently. The SERIES Workshop in Ohrid (MK) in Sept. 2010 pooled together the largest European seismic testing facilities, Europeโs best experts in experimental earthquake engineering and select experts from the USA, to present recent research achievements and to address future developments.
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This book exposes a number of mathematical models for fracture of growing difficulty. All models are treated in a unified way, based on incremental energy minimization. They differ from each other by the assumptions made on the inelastic part of the total energy, here called the "cohesive energy". Each model describes a specific aspect of material response, and particular care is devoted to underline the correspondence of each model to the experiments. ย
The content of the book is ย a re-elaboration of the lectures delivered at the First Sperlonga Summer School on Mechanics and Engineering Sciences in September 2011. In the year and a half elapsed after the course, the material has been revised and enriched with new and partially unpublished results. Significant additions have been introduced in the occasion of the course "The variational approach to fracture and other inelastic phenomena", delivered at SISSA, Trieste, in March 2013.
The Notes reflect a research line carried on by the writer over the years, addressed to a comprehensive description of the many aspects of the phenomenon of fracture, and to its relations with other phenomena, such as the formation of microstructure and the changes in the materialโs strength induced by plasticity and damage.
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The NUMGE98 Conference brought together senior and young researchers, scientists and practicing engineers from European and overseas countries, to share their knowledge and experience on the various aspects of the analysis of Geotechnical Problems through Numerical Methods. The papers address a broad spectrum of geotechnical problems, including tunnels and underground openings, shallow and deep foundations, slope stability, seepage and consolidation, partially saturated soils, geothermal effects, constitutive modelling, etc.
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Proceedings of the Fourth European Conference on Numerical Methods in Geotechnical Engineering Numge98 udine, Italy October 14โ16, 1998
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The Bearing Capacity of Building Foundations describes the different ways of ultimate bearing capacity determination of building foundations. This four-chapter book considers the effect of a horizontal force acting on a foundation. It also examines a situation where, beneath the foundation level in the zone of influence of the foundation there are two layers of soil, including the case where the second, lower layer is formed by incompressible rock. A chapter explores the case where the subgrade consists of a number of heterogeneous strata of soil. The remaining chapters deal with the determination of the permissible load of a foundation and the safety factor, and also the contact stress in the foundation line, since this has a great influence on the dimensioning of foundation slabs. This book will prove useful to practicing civil engineers.
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Developments in Geotechnical Engineering 21
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Author(s)/Editor(s): RAYMOND N. YONG and BENNO P. WARKENTIN (Eds.) | Size: 27 MB | Format:PDF | Quality:Unspecified | Publisher: Academic Press, Elsevier | Year: 1975 | pages: 449 | ISBN: ISBN-13: 978-0444569356
Soil Properties and Behavior defines the structure of the soil-water system. This book provides the background of the nature of mineral particles and the existing forces between the particles in the soil system. It also examines the structure and fabric of soil, as well as their relationship with water. Furthermore, the book explores water movement and soil performance, which are related to the physics of soil-water movement and volume changes.
This book illustrates the common clay minerals in soils and discusses the methods for their identification. It also reviews the theory of one-dimensional consolidation and discusses the soil structure in consolidation and compression. The book also presents the concepts of yield and failure in soils, yield criteria, and failure theories. It also focuses on granular and cohesive soil strength, including friction properties, the intrinsic friction angle, the volumetric strain, and pore-water pressure. The last part of the book discusses soil freezing and permafrost.
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Developments in Geotechnical Engineering 5
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Despite advances in the field of geotechnical earthquake engineering, earthquakes continue to cause loss of life and property in one part of the world or another. The Third International Conference on Soil Dynamics and Earthquake Engineering, Princeton University, Princeton, New Jersey, USA, 22nd to 24th June 1987, provided an opportunity for participants from all over the world to share their expertise to enhance the role of mechanics and other disciplines as they relate to earthquake engineering. The edited proceedings of the conference are published in four volumes. This volume covers: Soil Structure Interaction under Dynamic Loads, Vibration of Machine Foundations, and Base Isolation in Earthquake Engineering. With its companion volumes, it is hoped that it will contribute to the further development of techniques, methods and innovative approaches in soil dynamics and earthquake engineering.
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Developments in Geotechnical Engineering 43
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Although theoretical in character, this book provides a useful source of information for those dealing with practical problems relating to rock and soil mechanics - a discipline which, in the view of the authors, attempts to apply the theory of continuum to the mechanical investigation of rock and soil media. The book is in two separate parts. The first part, embodying the first three chapters, is devoted to a description of the media of interest. Chapter 1 introduces the main argument and discusses the essence of the discipline and its links with other branches of science which are concerned, on the one hand, with technical mechanics and, on the other, with the properties, origins, and formation of rock and soil strata under natural field conditions. Chapter 2 describes mechanical models of bodies useful for the purpose of the discourse and defines the concept of the limit shear resistance of soils and rocks. Chapter 3 gives the actual properties of soils and rocks determined from experiments in laboratories and in situ. Several tests used in geotechnical engineering are described and interconnections between the physical state of rocks and soils and their rheological parameters are considered. The second part of the book considers the applications of various theories which were either first developed for descriptive purposes in continuum mechanics and then adopted in soil and rock mechanics, or were specially developed for the latter discipline. Chapter 4 discusses the application of the theory of linear viscoelasticity in solving problems of stable behaviour of rocks and soils. Chapter 5 covers the use of the groundwater flow theory as applied to several problems connected with water movement in an undeformable soil or rock skeleton. Chapter 6 is a natural expansion of the arguments put forward in the previous chapter. Here the movement of water is regarded as the cause of deformation of the rock or soil skel
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Developments in Geotechnical Engineering 48
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