Evaluation of stress concentration factor for corroded structural steel members in boundary with concrete

Naofumi Hosomi, Shigenobu Kainuma

Research output: Contribution to journalArticle

Abstract

In the authors' previous study, to investigate the corrosion behavior for the steel members in boundary with concrete, accelerated exposure tests were carried out on the model specimens. In addition, the method of numerical simulations using referential spatial statistics was proposed to predict the time-dependent corroded surfaces corresponding to the service period in structures. Moreover, fatigue tests were carried out to investigate the fatigue behavior of corroded members. In this research, FE stress analyses were also performed to clarify the stress concentration factor at the various conditions of the corroded surface. From the experimental and analytical results, quantitative evaluation and prediction methods for time-dependent stress concentration factor and fatigue life of the corroded members were proposed.

Original languageEnglish
Pages (from-to)613-630
Number of pages18
JournalDoboku Gakkai Ronbunshuu A
Volume66
Issue number4
DOIs
Publication statusPublished - Dec 1 2010

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Stress concentration
Fatigue of materials
Concretes
Steel
Statistics
Corrosion
Computer simulation

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Building and Construction
  • Mechanics of Materials
  • Mechanical Engineering

Cite this

Evaluation of stress concentration factor for corroded structural steel members in boundary with concrete. / Hosomi, Naofumi; Kainuma, Shigenobu.

In: Doboku Gakkai Ronbunshuu A, Vol. 66, No. 4, 01.12.2010, p. 613-630.

Research output: Contribution to journalArticle

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