Book contents
- Ship-Shaped Offshore Installations
- Cambridge Ocean Technology Series
- Ship-Shaped Offshore Installations
- Copyright page
- Contents
- Preface to the Second Edition
- Preface to the First Edition
- 1 Introduction to Ship-Shaped Offshore Installations
- 2 Structural Steel Selection and Construction
- 3 Ocean Environmental Conditions
- 4 Site-Specific Wave-Induced Hull Girder Loads
- 5 Serviceability Limit States
- 6 Fatigue Limit States
- 7 Ultimate Limit States
- 8 Accidental Limit States
- 9 Mooring System Engineering
- 10 Sloshing Impact Engineering
- 11 Seismic Impact Engineering
- 12 Aircraft Impact Engineering
- 13 Quantitative Risk Assessment and Management
- 14 Life-Cycle Corrosion Assessment and Management
- 15 Lifetime Healthcare and Safe Decommissioning
- Book part
- Index
- References
6 - Fatigue Limit States
Published online by Cambridge University Press: 27 January 2022
- Ship-Shaped Offshore Installations
- Cambridge Ocean Technology Series
- Ship-Shaped Offshore Installations
- Copyright page
- Contents
- Preface to the Second Edition
- Preface to the First Edition
- 1 Introduction to Ship-Shaped Offshore Installations
- 2 Structural Steel Selection and Construction
- 3 Ocean Environmental Conditions
- 4 Site-Specific Wave-Induced Hull Girder Loads
- 5 Serviceability Limit States
- 6 Fatigue Limit States
- 7 Ultimate Limit States
- 8 Accidental Limit States
- 9 Mooring System Engineering
- 10 Sloshing Impact Engineering
- 11 Seismic Impact Engineering
- 12 Aircraft Impact Engineering
- 13 Quantitative Risk Assessment and Management
- 14 Life-Cycle Corrosion Assessment and Management
- 15 Lifetime Healthcare and Safe Decommissioning
- Book part
- Index
- References
Summary
Fatigue cracking damage is a primary reason why aging structures require expensive repair work. In this context, fatigue limit states (FLS) are equally relevant among the four types of limit states (described in Section 5.1). FLS describe conditions in which a particular structural member or an entire structure fails to perform its designated function because of the initiation and growth of cracking damage (Paik 2018, 2020). FLS are associated with structural details that are vulnerable to stress concentration and crack damage accumulation under repeated loading. Cracks also form as a result of defects that are generated during the fabrication of a structure, and may remain undetected and increase in size. Under further cyclic loading or monotonic extreme loading, such cracks and defects grow with time, as shown in Figure 6.1. Large cracks may lead to the progressive or catastrophic failure of a structure in association with ultimate limit states (described in Chapter 7), and thus FLS design and engineering, coupled with close-up survey and maintenance strategies, is needed to obtain crack-tolerant structures.
- Type
- Chapter
- Information
- Ship-Shaped Offshore InstallationsDesign, Construction, Operation, Healthcare and Decommissioning, pp. 183 - 214Publisher: Cambridge University PressPrint publication year: 2022