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Advances in Bridge Engineering

Table 1 Percentage of total area loss related to the worst possible distribution of damage that leads to the failure of a set of units for different initial load levels

From: The uncorroded-part fallacy

f0

α

ξ

0.4

1.5

0.155

0.5

1.5

0.102

0.6

1.5

0.062

0.7

1.5

0.033

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