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contributor authorHongchao Guo
contributor authorHuanhuan Wei
contributor authorGuoqiang Li
contributor authorYanbo Wang
date accessioned2022-02-01T22:05:25Z
date available2022-02-01T22:05:25Z
date issued11/1/2021
identifier other%28ASCE%29MT.1943-5533.0003929.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272592
description abstractTo study the antifatigue performance of Q690 high-strength steel in the ocean splash zone, indoor accelerated corrosion tests and high-cycle fatigue tests were carried out, and the S-N curves of different corrosion specimens were fitted. The law of fatigue crack growth was determined using a scanning electron microscope. The results showed that as the degree of corrosion damage increased, the surface of steel lost its metallic luster, and reddish-brown layered corrosives gradually formed. After 100 days of corrosion, the rust rate and corrosion depth rate of specimens were 7.21% and 1.342  mm/year, respectively. Under cyclic loading, the fatigue limit value of corrosion specimens was reduced by 38.89% due to the influence of external corrosion damage, which accelerates the fatigue performance degradation rates of specimens. The damage index can reflect the crack distribution law of failure fracture. When the stress level increases, the number of fatigue bands decreases, and the damage accumulation increases. The research results are of great significance for the fatigue failure prediction and reliability analysis of Q690 high-strength steel.
publisherASCE
titleExperimental Research on Fatigue Performance of Corroded Q690 High-Strength Steel
typeJournal Paper
journal volume33
journal issue11
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003929
journal fristpage04021304-1
journal lastpage04021304-10
page10
treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 011
contenttypeFulltext


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