Doboku Gakkai Ronbunshu
Online ISSN : 1882-7187
Print ISSN : 0289-7806
ISSN-L : 0289-7806
A CONSIDERATION ON CAUSES OF BROKEN STEEL WIRES OF SUSPENSION BRIDGE CABLES
Keita SUZUMURAShun-ichi NAKAMURAToshimi TARUI
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2003 Volume 2003 Issue 738 Pages 297-306

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Abstract
Broken wires of an old suspension bridge in USA were investigated. Tension strength, elongation, chemical composition of the broken wires are almost the same as those of the recent galvanized high strength wires. However, the torsional strength is low and high residual stress exists due to the bent shape. Observation of fracture surface with electrical microscopes indicates that the crack initiation position is the corrosion notch on the wire surface. The crack gradually progresses from that point and beech-mark like stripes appear. Since the fracture surface is similar to a typical fracture surface of corrosion fatigue failure specimen instead of hydrogen embrittlement specimen, it is estimated that the wire breakage occurs by the mixed effects of corrosion, fatigue and hydrogen.
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© by Japan Society of Civil Engineers
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