Fatigue Design of Steel and Composite Structures. (eBook)

Alain Nussbaumer is professor of steel construction (laboratory ICOM) at the Swiss Federal Institute of Technology in Lausanne (EPFL). He is a member of CEN TC 250-SC3 and chairman of the Swiss committee SIA 263 on steel structures. He is a member and the former chairman of the technical committee TC6 - Fatigue of ECCS. Luís Borges is a structural engineer at BG Consulting Engineers Ltd., Lausanne. He holds a doctoral degree from EPFL in the domain of fatigue of tubular bridges and is a specialist for steel and steel-concrete composite structures. He is a member of the technical committee TC6 - Fatigue of ECCS. Laurence Davaine is a senior engineer at France's national railway company (SNCF) and is a specialist for steel and steel-concrete composite bridges. She holds a doctoral degree from the French National school of Bridges and Roads (ENPC) in the domain of stability of plated girders for bridge applications. She is a member of the technical committee TC6 - Fatigue of ECCS.

Alain Nussbaumer ist Professor für Stahlbau an der Eidgenössischen Technischen Hochschule Lausanne (EPFL). Er ist Mitglied des CEN TC 250-SC3 und Vorsitzender des schweizerischen Komitees SIA 263 Stahlkonstruktionen. Er ist außerdem Mitglied und ehemaliger Vorsitzender des technischen Komitees TC6 "Ermüdung" der EKS. Luís Borges ist leitender Ingenieur bei BG Ingenieure und Berater in der Schweiz. Er promovierte an der Eidgenössischen Technischen Hochschule Lausanne (EPFL) über Ermüdung von Brückenkonstruktionen und ist Spezialist für Stahl- und Verbundbrücken. Er ist Mitglied des technischen Komitees TC6 "Ermüdung" der EKS. Laurence Davaine ist leitende Ingenieurin in der Brückenabteilung der staatlichen Eisenbahngesellschaft Frankreichs (SNCF) und ist Spezialistin für Stahl- und Verbundbrücken. Sie promovierte an der École Nationale des Ponts et Chaussées (ENPC) über Stabilität von Blechträgern für Brücken. Sie ist Mitglied des technischen Komitees TC6 "Ermüdung" der EKS.

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