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    Evolutionary Topology Optimization of Continuum Structures

    Methods and Applications

    AvXiaodong Huang,Mike Xie

    Inbunden, Engelska, 2010

    1 526 kr

    Beställningsvara. Skickas inom 5-8 vardagar. Fri frakt över 249 kr.

    Beskrivning

    Evolutionary Topology Optimization of Continuum Structures treads new ground with a comprehensive study on the techniques and applications of evolutionary structural optimization (ESO) and its later version bi-directional ESO (BESO) methods. Since the ESO method was first introduced by Xie and Steven in 1992 and the publication of their well-known book Evolutionary Structural Optimization in 1997, there have been significant improvements in the techniques as well as important practical applications. The authors present these developments, illustrated by numerous interesting and detailed examples. They clearly demonstrate that the evolutionary structural optimization method is an effective approach capable of solving a wide range of topology optimization problems, including structures with geometrical and material nonlinearities, energy absorbing devices, periodical structures, bridges and buildings. Presents latest developments and applications in this increasingly popular & maturing optimization approach for engineers and architects;Authored by leading researchers in the field who have been working in the area of ESO and BESO developments since their conception;Includes a number of test problems for students as well as a chapter of case studies that includes several recent practical projects in which the authors have been involved;Accompanied by a website housing ESO/BESO computer programs at www.wileyeurope.com and test examples, as well as a chapter within the book giving a description and step-by-step instruction on how to use the software package BESO2D.Evolutionary Topology Optimization of Continuum Structures will appeal to researchers and graduate students working in structural design and optimization, and will also be of interest to civil and structural engineers, architects and mechanical engineers involved in creating innovative and efficient structures.

    Produktinformation

    • Utgivningsdatum:2010-03-23
    • Mått:164 x 241 x 19 mm
    • Vikt:499 g
    • Format:Inbunden
    • Språk:Engelska
    • Antal sidor:240
    • Förlag:John Wiley & Sons Inc
    • ISBN:9780470746530

    Utforska kategorier

    • Byggnadsteknik inom Naturvetenskap och teknik

    Mer om författaren

    Yi Min (Mike) Xie, RMIT University, Melbourne, Australia.Yi Min (Mike) Xie is Professor and Discipline Head, Civil and Environmental Engineering within the School of Civil, Environmental and Chemical Engineering at RMIT University. He has been awarded the Vice-Chancellor's Medal for Excellence in Research in 2000 at Victoria University and has authored over 100 papers in refereed journals. He has also authored or edited 5 books including Evolutionary Structural Optimization (Xie & Steven, 1997, Springer). Xiaodong Huang is a Postdoctoral Fellow within the Department of Mechanical Engineering at RMIT, Australia. He has authored over 20 papers in research journals.

    Innehållsförteckning

    • Preface 1 Introduction1.1 Structural Optimization1.2 Topology Optimization of Continuum Structures1.3 ESO/BESO and the Layout of the BookReferences2 Evolutionary Structural Optimization Method2.1 Introduction2.2 ESO Based on Stress Level2.3 ESO for Stiffness or Displacement Optimization2.4 ConclusionReferences3 Bi-directional Evolutionary Structural Optimization Method3.1 Introduction3.2 Problem Statement and Sensitivity Number3.3 Filter Scheme and Improved Sensitivity Number3.4 Element Removal/Addition and Convergence Criterion3.5 Basic BESO Procedure3.6 Examples of BESO Starting from Initial Full Design3.7 Examples of BESO Starting from Initial Guess Design3.8 Example of a 3D Structure3.9 Mesh-independence Studies3.10 ConclusionReferences4 BESO Utilizing Material Interpolation Scheme with Penalization4.1 Introduction4.2 Problem Statement and Material Interpolation Scheme4.3 Sensitivity Analysis and Sensitivity Number4.4 Examples4.5 ConclusionReferencesAppendix 4.15 Comparing BESO with Other Topology Optimization Methods5.1 Introduction5.2 The SIMP Method5.3 Comparing BESO with SIMP5.4 Discussion on Zhou and Rozvany (2001) Example5.5 ConclusionReferences6 BESO for Extended Topology Optimization Problems6.1 Introduction6.2 Minimizing Structural Volume with a Displacement or Compliance Constraint6.3 Stiffness Optimization with an Additional Displacement Constraint6.4 Stiffness Optimization of Structures with Multiple Materials6.5 Topology Optimization of Periodic Structures6.6 Topology Optimization of Structures with Design-dependent Gravity Load6.7 Topology Optimization for Natural Frequency6.8 Topology Optimization for Multiple Load Cases6.9 BESO Based on von Mises Stress6.10 ConclusionReferences7 Topology Optimization of Nonlinear Continuum Structures7.1 Introduction7.2 Objective Functions and Nonlinear Analysis7.3 Sensitivity Analysis and Sensitivity Number for Force Control7.4 Sensitivity Analysis and Sensitivity Number for Displacement Control7.5 BESO Procedure for Nonlinear Structures7.6 Examples of Nonlinear Structures under Force Control7.7 Examples of Nonlinear Structures under Displacement Control7.8 ConclusionReferences8 Optimal Design of Energy Absorption Structures8.1 Introduction8.2 Problem Statement for Optimization of Energy Absorption Structures8.3 Sensitivity Number8.4 Evolutionary Procedure for Removing and Adding Material8.5 Numerical Examples and Discussions8.6 ConclusionReferences9 Practical Applications9.1 Introduction9.2 Akutagwa River Side Project in Japan9.3 Florence New Station Project in Italy9.4 Sagrada Familia Church in Spain9.5 Pedestrian Bridge Project in Australia9.6 ConclusionReferences10 Computer Program BESO2D10.1 Introduction10.2 System Requirements and Program Installation10.3 Windows Interface of BESO2D10.4 Running BESO2D from Graphic User Interface10.5 The Command Line Usage of BESO2D10.6 Running BESO2D from the Command Line10.7 Files Produced by BESO2D10.8 Error messagesIndex