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Steel Bridge Members Under Variable Amplitude Long Life Fatigue Loading

J. W. Fisher / D. R. Mertz / A. Zhong

The objective of the study was to provide information on fatigue-crack growth behavior of steel bridge members under randomly applied variable amplitude loadings in the fatigue limit extreme-life region. Testing was carried out on center-crack specimens, cruciform specimens, and 8 full-scale welded beams with web attachments and cover plates.

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Steel Bridge Members Under Variable Amplitude Long Life Fatigue Loading

J. W. Fisher / D. R. Mertz / A. Zhong

The objective of the study was to provide information on fatigue-crack growth behavior of steel bridge members under randomly applied variable amplitude loadings in the fatigue limit extreme-life region. Testing was carried out on center-crack specimens, cruciform specimens, and 8 full-scale welded beams with web attachments and cover plates.

Steel Bridge Members Under Variable Amplitude Long Life Fatigue Loading

J. W. Fisher / D. R. Mertz / A. Zhong

The objective of the study was to provide information on fatigue-crack growth behavior of steel bridge members under randomly applied variable amplitude loadings in the fatigue limit extreme-life region. Testing was carried out on center-crack specimens, cruciform specimens, and 8 full-scale welded beams with web attachments and cover plates.

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Check availability in my library

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Document information

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Title:

Steel Bridge Members Under Variable Amplitude Long Life Fatigue Loading

Contributors:

J. W. Fisher (author) / D. R. Mertz (author) / A. Zhong (author)

Publication date:

1983

Size:

38 pages

ISBN:

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Highway Engineering , Bridges(Structures) , Steel structures , Crack propagation , Fatigue(Materials) , Fatigue tests , Loads(Forces)

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