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- W1567113919 abstract "In the middle of 1990’s The Finnish Road Administration created new method for corrucated steel culverts and pipe arches for public roads. One of the targets of these new regulations was to improve the corrosion protection of corrugated steel structures and to create a method on how to estimate expected service life of a structure. The result was a simple formula with a few variable factors to calculate the expected service life of a steel culvert. The idea and basis for the formula was found by studying international research material and reports. The formula is not “ the absolute truth” but it gives an estimate of the expected service life of a steel culvert and it also enables to compare alternative coating combinations. The starting point of the calculation is to determine what are the circumstances under which the bridge is situated. For these circumstances there are four catergories. The categories are dependent on the maintenance levels of the crossing roads and on which part and surface is investigated at a time. Within these four categories (for circumstances) pipe bridges are then divided in two categories from the functional point of view; underpasses and viaducts. The components that are considered in the calculation for the expected service life of a structure are: 20% of the culverts material thickness, galvanizing and some type of painting. The expexted service life is calculated by using estimated corrsosion speed for each of these components. The When paint and galvanized steel are used together, the corrosion control is superior to either individual method. This combination of both protection methods in what is commonly referred to as a duplex system. The galvanized" @default.
- W1567113919 created "2016-06-24" @default.
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- W1567113919 date "2007-01-01" @default.
- W1567113919 modified "2023-09-23" @default.
- W1567113919 title "EXPECTED SERVICE LIFE ANALYSIS OF STEEL CULVERTS IN FINLAND" @default.
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