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" Structural use of glass "
Matthias Haldimann, Andreas Luible, Mauro Overend.
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BL
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| Record Number
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770684
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b590677
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| Main Entry
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Matthias Haldimann, Andreas Luible, Mauro Overend.
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| Title & Author
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Structural use of glass\ Matthias Haldimann, Andreas Luible, Mauro Overend.
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| Publication Statement
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Zürich, Switzerland : International Association for Bridge and Structural Engineering, ©2008.
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| Series Statement
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Structural engineering documents, 10.
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| Page. NO
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(210 pages) : illustrations.
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| ISBN
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1613442173
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: 3857481196
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: 9781613442173
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: 9783857481192
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| Contents
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Machine derived contents note: 1 Material 1 --; 1.1 Production 1 --; 1.1.1 Production of flat glass 1 --; 1.1.2 Production of cast glass and glass profiles 3 --; 1.1.3 Relevant standards 3 --; 1.2 Material properties 4 --; 1.2.1 Composition and chemical properties 4 --; 1.2.2 Physical properties 6 --; 1.3 Processing and glass products 9 --; 1.3.1 Introduction 9 --; 1.3.2 Tempering of glass 9 --; 1.3.3 Laminated glass 14 --; 1.3.4 Insulating glass units (IGU) 15 --; 1.3.5 Curved glass 16 --; 1.3.6 Decorative surface modification processes 16 --; 1.3.7 Functional coatings 18 --; 1.3.8 Switchable glazing 19 --; 1.3.9 Other recent glasses 23 --; 1.3.10 Relevant standards 24 --; 2 General Design Guidelines 27 --; 2.1 The design process 27 --; 2.1.1 Particularities of glass structures 27 --; 2.1.2 Risk analysis 28 --; 2.1.3 Post-breakage behaviour and robustness 30 --; 2.2 Actions on glass structures 31 --; 2.2.1 Particularities of glass structures 31 --; 2.2.2 Wind loads 32 2.2.3 Correlation of wind load and material temperature 33 --; 2.2.4 Seismic loads and movements 35 --; 2.2.5 Impact loads 35 --; 2.2.6 Bomb blast 35 --; 2.2.7 Internal pressure loads on insulated glass units 38 --; 2.2.8 Thermal stress 38 --; 2.2.9 Surface damage 40 --; 2.3 Structural analysis and modelling 40 --; 2.3.1 Geometric non-linearity 40 --; 2.3.2 Finite element analysis 41 --; 2.3.3 Simplified approaches and aids 42 --; 2.4 Requirements for application 42 --; 2.4.1 Vertical glazing 43 --; 2.4.2 Overhead glazing 44 --; 2.4.3 Accessible glazing 45 --; 2.4.4 Railings and balustrades 46 --; 3 Fracture Strength of Glass Elements 49 --; 3.1 Introduction 49 --; 3.2 Stress corrosion and sub-critical crack growth 50 --; 3.2.1 Relationship between crack velocity and stress intensity 50 --; 3.2.2 Crack healing, crack growth threshold and hysteresis effect 52 --; 3.2.3 Influences on the relationship between stress intensity and crack --; growth 53 --; 3.3 Quasi-static fracture mechanics 55 3.3.1 Stress intensity and fracture toughness 55 --; 3.3.2 Heat-treated glass 57 --; 3.3.3 Inert strength 58 --; 3.3.4 Lifetime of a single flaw 59 --; 3.3.5 Lifetime of a glass element with a random surface flaw population 62 --; 3.3.6 Discussion 70 --; 3.4 Dynamic fracture mechanics 70 --; 3.5 Laboratory testing procedures 74 --; 3.5.1 Testing procedures for crack velocity parameters 74 --; 3.5.2 Testing procedures for strength data 75 --; 3.6 Quantitative considerations 76 --; 3.6.1 Introduction 76 --; 3.6.2 Geometry factor 77 --; 3.6.3 Ambient strength and surface condition 78 --; 3.6.4 Residual surface stress due to thermal tempering 81 --; 4 Current Standards, Guidelines and Design Methods 85 --; 4.1 Introduction 85 --; 4.2 Rules of thumb 85 --; 4.2.1 Allowable stress based design methods 86 --; 4.2.2 Recommended span/thickness ratios 87 --; 4.3 European standards and design methods 88 --; 4.3.1 DELR design method 88 --; 4.3.2 European draft standard prEN 13474 90 --; 4.3.3 Shen's design method 92 4.3.4 Siebert's design method 94 --; 4.4 North American standards and design methods 96 --; 4.4.1 Glass failure prediction model (GFPM) 96 --; 4.4.2 American National standard ASTM E 1300 97 --; 4.4.3 Canadian National standard CAN/CGSB 12.20 99 --; 4.5 Analysis and comments 102 --; 4.6 Conclusion and Outlook 106 --; 5 Design for Compressive In-plane Loads and Stability Problems 107 --; 5.1 Introduction 107 --; 5.2 Parameters having an influence on the buckling behaviour 108 --; 5.2.1 Glass thickness 109 --; 5.2.2 Initial deformation 109 --; 5.2.3 Interlayer material behaviour in laminated glass 109 --; 5.2.4 Boundary conditions and glass fixings 109 --; 5.3 Column buckling 110 --; 5.3.1 Modelling 110 --; 5.3.2 Load carrying behaviour 112 --; 5.3.3 Structural design 113 --; 5.3.4 Intermediate lateral supports 113 --; 5.3.5 Influence of the load introduction 114 --; 5.4 Lateral torsional buckling 115 --; 5.4.1 Modelling 115 --; 5.4.2 Load carrying behaviour 117 --; 5.4.3 Structural design 120 5.5 Plate buckling 122 --; 5.5.1 Modelling 123 --; 5.5.2 Load carrying behaviour 125 --; 5.5.3 Structural design 127 --; 6 Design Methods for Improved Accuracy and Flexibility 131 --; 6.1 Introduction 131 --; 6.2 Surface condition modelling 131 --; 6.2.1 Single surface flaw model 131 --; 6.2.2 Random surface flaw population model 132 --; 6.3 Recommendations for design 133 --; 6.4 Testing 136 --; 6.4.1 Introduction 136 --; 6.4.2 Determination of surface condition parameters 137 --; 6.4.3 Obtaining strength data for design flaws 138 --; 6.5 Overview of mathematical relationships 140 --; 7 Glass Connections 143 --; 7.1 Introduction 143 --; 7.2 Mechanical fixings 144 --; 7.2.1 Linearly supported glazing 144 --; 7.2.2 Clamped and friction-grip fixings 145 --; 7.2.3 Bolted supports 148 --; 7.3 Glued connections 152 --; 7.3.1 General 152 --; 7.3.2 Structural silicone sealant connections 156 --; 7.3.3 Rigid adhesive connections 160 --; 7.4 Recent developments and trends 164 7.4.1 Increasing the post-breakage structural capacity with fabric embeds 164 --; 7.4.2 Increasing the post-breakage structural capacity with new geome- --; tries 165 --; 7.4.3 High capacity adhesive connections 166 --; 8 Special Topics 169 --; 8.1 Design assisted by testing 169 --; 8.1.1 Introduction 169 --; 8.1.2 Post-breakage structural capacity 170 --; 8.1.3 Impact testing 170 --; 8.1.4 Testing connections 172 --; 8.2 Diagnostic interpretation of glass failures 172 --; 8.2.1 Qualitative analysis of failed architectural glass 174 --; 8.2.2 Quantitative analysis of failed architectural glass 175 --; A Notation, Abbreviations 177 --; B Glossary of Terms 183 --; C Statistical Fundamentals 193.
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| Subject
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Chemical Materials Engineering.
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| Subject
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Glass construction.
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| Subject
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Structural engineering.
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| LC Classification
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TA450.M388 2008
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| Added Entry
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Andreas Luible
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International Association for Bridge and Structural Engineering.
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Matthias Haldimann
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Mauro Overend
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