The uncorroded-part fallacy
Abstract This paper deals with the collapse load of corroded parallel steel units, such as sets of corroded strands alone, or embedded in a concrete core. It is shown that what is relevant is the distribution of the damage between the units, and not the total area loss due to corrosion. The paper al...
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| Format: | Article |
| Language: | English |
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SpringerOpen
2024-03-01
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| Series: | Advances in Bridge Engineering |
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| Online Access: | https://doi.org/10.1186/s43251-024-00122-8 |