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Analysis of atmospheric corrosion tests on low-alloy steels -- Applicability of test results to highway bridges
Test results from three different reports are compared for steels which were grouped in accordance with percentages of major corrosion-reducing alloying elements contained; tentative empirical method is proposed for predicting depth of penetration of corrosion for bridge members; method assumes linear long-term corrosion rate and includes "exposure factor", "pitting factor", and "safety factor"; reductions in several cross-sectional properties of two wide-flange beams and various sizes of plate are computed; effect of loads on corrosion and of corrosion on static and fatigue load resistance.
Analysis of atmospheric corrosion tests on low-alloy steels -- Applicability of test results to highway bridges
Test results from three different reports are compared for steels which were grouped in accordance with percentages of major corrosion-reducing alloying elements contained; tentative empirical method is proposed for predicting depth of penetration of corrosion for bridge members; method assumes linear long-term corrosion rate and includes "exposure factor", "pitting factor", and "safety factor"; reductions in several cross-sectional properties of two wide-flange beams and various sizes of plate are computed; effect of loads on corrosion and of corrosion on static and fatigue load resistance.
Analysis of atmospheric corrosion tests on low-alloy steels -- Applicability of test results to highway bridges
Nat Research Council -- Highway Research Board -- Research Rec
1967
24 pages
Article (Journal)
English
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