Investigation on structural availability application in beam design: Buckling strength and structural deterioration due to corrosion

Cited 0 time in webofscience Cited 0 time in scopus
  • Hit : 8
  • Download : 0
Based on the existing structural and system reliability analysis methods, structural availability was recently proposed for the yield strength of beam elements subjected to external random loads. Structural availability has the potential to deal with the features of operation and the maintenance of structures, as well as structural integrity, in a quantitative manner. This paper reports another investigation on structural availability following previous research. Among the two different themes of this study, one is the structural availability estimation on the buckling strength of beams using the same method that was previously proposed for yield strength, and the other is to formulate a general failure model that covers structural deterioration over time and then to compute the structural availability based on the failure model by means of a numerical method, such as Monte Carlo simulation. Relevant examples are also included in this article. This study is expected to help further understand the feasibility of structural availability application in the actual design process and the risk-based design of structures.
Publisher
PERGAMON-ELSEVIER SCIENCE LTD
Issue Date
2019-07
Language
English
Article Type
Article
Citation

OCEAN ENGINEERING, v.184, pp.206 - 215

ISSN
0029-8018
DOI
10.1016/j.oceaneng.2019.05.032
URI
http://hdl.handle.net/10203/267546
Appears in Collection
ME-Journal Papers(저널논문)
Files in This Item
There are no files associated with this item.

qr_code

  • mendeley

    citeulike


rss_1.0 rss_2.0 atom_1.0