Data Base for Fatigue Crackings in Steel Bridges

Miki, Chitoshi; Sakano, Masahiro; Tateishi, Kensuke; Fukuoka, Yoshinori

doi:10.2208/jscej.1988.392_403

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1989

2022

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Cited by 20 publications

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“…The findings of this study are as follows (1) The fatigue strengths of welded joint in large-scale girder specimens are lower than fatigue strengths of small specimens. Especially, for web gussets and cover plates, there is a possibility of the results being on the hazardous side if evaluations are made using small specimens.…”

Section: Resultsmentioning

confidence: 62%

Fatigue of Large-Scale Welded Girders Under Simulated Highway Loadings

Miki

Toyoda

Mori

et al. 1990

Doboku Gakkai Ronbunshu

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In order to examine the fatigue strengths of welded bridge details subjected to traffic loading, four large-scale welded girders were tested with various gusset details, transverse stiffener and cover-plates. The results were compared with the fatigue strengths of joint specimens and the allowable stresses in some specifications. Furthermore, the applicability of drilling holes as a retrofitting technique was investigated.

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Section: Resultsmentioning

confidence: 62%