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contributor authorXinhua Liu
contributor authorLinfa Xiao
contributor authorC. S. Cai
contributor authorJianren Zhang
contributor authorLei Wang
date accessioned2022-01-30T22:41:13Z
date available2022-01-30T22:41:13Z
date issued1/1/2021
identifier other(ASCE)MT.1943-5533.0003508.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4269413
description abstractExperiments were performed to investigate the fatigue properties of corroded high-performance steel (HPS). Ninety pieces of Q460D and 90 pieces of Q550E HPS specimens with five different corrosion levels were designed to investigate the effect of corrosion on their fatigue properties. Three-dimensional (3D) scanning and scanning electron microscope (SEM) were employed to observe the macroscopic and microscopic morphology. The S-N curves in terms of various levels of corrosion damages were obtained, and the influences of different corrosion levels on the fatigue properties are discussed. The experimental results show that corrosion changes the characteristics of the fatigue crack source zone, crack development zone, critical transition zone, and instantaneous fracture zone. Compared with Q460D, the critical transition area of Q550E has a higher flatness. Progressing corrosion damage results in a linear decreasing fatigue life of the HPS specimens in the double logarithmic coordinate system. The fatigue life of steel specimens can be expressed as an exponential function of the cross-sectional corrosion loss level. The increasing stress level will aggravate the degradation of fatigue life.
publisherASCE
titleFatigue Properties Investigation of Corroded High-Performance Steel Specimens
typeJournal Paper
journal volume33
journal issue1
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0003508
journal fristpage04020410
journal lastpage04020410-1
page1
treeJournal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 001
contenttypeFulltext


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