Fatigue design of steel and composite structures : eurocode 3: design of steel structures, part 1-9 fatigue, eurocode 4: design of composite steel and concrete structures
著者
書誌事項
Fatigue design of steel and composite structures : eurocode 3: design of steel structures, part 1-9 fatigue, eurocode 4: design of composite steel and concrete structures
（ECCS eurocode design manuals）
ECCS , Ernst & Sohn, 2011
- ECCS
- Ernst & Sohn
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内容説明・目次
内容説明
This volume addresses the specific subject of fatigue, a subject not familiar to many engineers, but still relevant for proper and good design of numerous steel structures. It explains all issues related to the subject: Basis of fatigue design, reliability and various verification formats, determination of stresses and stress ranges, fatigue strength, application range and limitations. It contains detailed examples of application of the concepts, computation methods and verifications.
目次
PREFACE ACKNOWLEDGMENTS SYMBOLOGY TERMINOLOGY 1 INTRODUCTION 1.1 Basis of fatigue design in steel structures 1.2 Damage equivalent factor concept 1.3 Codes of Practice 1.4 Description of the structures used in the worked examples 2 APPLICATION RANGE AND LIMITATIONS 2.1 Introduction 2.2 Materials 2.3 Corrosion 2.4 Temperature 2.5 Loading rate 2.6 Limiting stress ranges 3 DETERMINATION OF STRESSES AND STRESS RANGES 3.1 Fatigue loads 3.2 Damage equivalent factors 3.3 Calculation of stresses 3.4 Modified nominal stresses and concentration factors 3.5 Geometric stresses (hot spot stresses) 3.6 Stresses in orthotropic decks 3.7 Calculation of stress ranges 3.8 Modified Nominal stress ranges 3.9 Geometric stress ranges 4 FATIGUE STRENGTH 4.1 Introduction 4.2 Fatigue detail tables 4.3 Determination of fatigue strength or life by testing 5 RELIABILITY AND VERIFICATION 5.1 Generalities 5.2 Strategies 5.3 Partial factors 5.4 Verification 6 BRITTLE FRACTURE 6.1 Introduction 6.2 Steel quality 6.3 Relationship between different fracture toughness test results 6.4 Fracture concept in EN 1993-1-10 6.5 Standardisation of choice of material: maximum allowable thicknesses REFERENCES ANNEX A STANDARDS FOR STEEL CONSTRUCTION ANNEX B FATIGUE DETAIL TABLES WITH COMMENTARY ANNEX C MAXIMUM PERMISSIBLE THICKNESSES TABLES
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