Buch, Englisch, 311 Seiten, Format (B × H): 170 mm x 240 mm, Gewicht: 1 g
Fatigue Design of Steel and Composite Structures.
1. Auflage 2011
ISBN: 978-3-433-02981-7
Verlag: Ernst, Wilhelm & Sohn
Eurocode 3: Design of Steel Structures. Part 1-9 Fatigue. Eurocode 4: Design of Composite Steel and Concrete Structures.
Buch, Englisch, 311 Seiten, Format (B × H): 170 mm x 240 mm, Gewicht: 1 g
ISBN: 978-3-433-02981-7
Verlag: Ernst, Wilhelm & Sohn
Das Buch befasst sich mit dem Thema Ermüdung - ein Thema, das vielen Ingenieuren nicht geläufig ist, das aber eine hohe Relevanz beim Entwurf von Stahlkonstruktionen besitzt. Folgende Fragen werden besprochen: Grundlagen der Ermüdungsberechnung, Dauerhaftigkeit und diverse Nachweismethoden, Spannungsermittlung, Ermüdungsfestigkeit, Anwendungsbereich und -grenzen. Anhand von detaillierten Beispielen werden Berechnungs- und Nachweisverfahren vertiefend erläutert.
Autoren/Hrsg.
Weitere Infos & Material
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
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