Corrosion fatigue load frequency sensitivity analysis

被引:55
作者
Adedipe, O. [1 ]
Brennan, F. [1 ]
Kolios, A. [1 ]
机构
[1] Cranfield Univ, Cranfield MK43 0AL, Beds, England
基金
英国工程与自然科学研究理事会;
关键词
Monopile; Offshore wind turbines; Seawater; Fatigue; Crack; SOIL-STRUCTURE INTERACTION; CRACK-GROWTH; WIND TURBINES; STRESS RATIO; STEEL; CALIBRATION;
D O I
10.1016/j.marstruc.2015.03.005
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
This paper presents experimental assessment of crack growth rates of S355J2+N steel in a corrosion fatigue environment similar to what is experienced on offshore wind farm monopile structures under various cyclic load frequencies in order to assess the effect of cyclic frequency of the applied loading within a frequency range pertinent to the structure. Fatigue crack propagation behaviour in this test programme is evaluated through fatigue tests on six compact tension test specimens in air and in laboratory simulated seawater under free corrosion condition. Fatigue crack lengths were monitored by back face strain (BFS), DCPD and ACPD. A regression model was derived through the BFS method to express strain values as a function of crack length to width ratio. The effectiveness of BFS method is particularly demonstrated in the simulated marine environment. Within the range of test frequencies, crack growth rates in simulated seawater when compared to the equivalent air test revealed environmental reduction factors of 2 and 4 at lower and higher values of stress intensity factors respectively. Significant difference in the results of the seawater test frequencies is discussed. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:115 / 136
页数:22
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