Time-dependent reliability assessment of ship structures under progressive and shock deteriorations

•Lifetime reliability of structure under multiple hazards is analyzed using point-in-time and cumulative-time approaches.•Progressive and shock type deteriorations are included in lifetime structural performance deterioration model.•Safety and serviceability margins are adopted for structural failur...

Full description

Saved in:
Bibliographic Details
Published inReliability engineering & system safety Vol. 173; pp. 116 - 128
Main Authors Liu, Yan, Frangopol, Dan M.
Format Journal Article
LanguageEnglish
Published Barking Elsevier Ltd 01.05.2018
Elsevier BV
Subjects
Online AccessGet full text

Cover

Loading…
More Information
Summary:•Lifetime reliability of structure under multiple hazards is analyzed using point-in-time and cumulative-time approaches.•Progressive and shock type deteriorations are included in lifetime structural performance deterioration model.•Safety and serviceability margins are adopted for structural failure analysis.•Proposed framework is applied to a structural component of a ship structure. The aim of this paper is to provide a rational reliability assessment of ship structures under multiple hazards during their lifetime. These hazards cause both progressive and shock deteriorations of structural performance. Time-dependent estimation of structural reliability must consider multiple failure modes. In this paper, the safety margins under progressive and shock hazards are evaluated separately for the associated failure modes. Considering the cumulative effect of multiple hazards during the lifetime, probabilistic structural deterioration process is represented by using cumulative-time approach. To present the multi-hazard analysis, corrosion and extreme lateral pressure are adopted as progressive and shock type hazards, respectively. Failure modes of buckling and permanent set are considered for safety and serviceability of a ship structure component. Side shell plating structure in a tanker is used to illustrate the evaluation of lifetime structural performance deterioration in multi-hazard environment.
Bibliography:ObjectType-Article-1
SourceType-Scholarly Journals-1
ObjectType-Feature-2
content type line 14
ISSN:0951-8320
1879-0836
DOI:10.1016/j.ress.2018.01.009