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Fatigue crack growth in highway bridges

Structural Engineering/Earthquake Engineering (1987) 4(2) 371-380
DOI: 10.2208/jscej.1987.386_155
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Abstract

The fatigue crack growth behavior in the vicinity of ΔKth under computer simulated variable amplitude loads of highway bridge is studied experimentally. Fatigue crack growth under these load fluctuations is evaluated by using the linear damaged rule with paris law and ΔKth including the influence of stress cycles below ΔKth with adequate accuracy.

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Miki, C., Murakosi, J., & Sakano, M. (1987). Fatigue crack growth in highway bridges. Structural Engineering/Earthquake Engineering, 4(2), 371–380. https://doi.org/10.2208/jscej.1987.386_155

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