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Time-and Frequency-Domain Analysis of Ice-Induced Displacement Responses Offshore Fixed Platforms 被引量:3
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作者 Gao, Zhaojie Duan, Menglan 《China Ocean Engineering》 SCIE EI 1998年第4期365-373,共9页
On the basis of ice- induced forced vibration model, ice- induced displacement responses of offshore fixed platforms are investigated in both time domain and frequency domain. The relationships of ice-induced displace... On the basis of ice- induced forced vibration model, ice- induced displacement responses of offshore fixed platforms are investigated in both time domain and frequency domain. The relationships of ice-induced displacement responses with ice breaking modes, ice acting directions and platform structures are analyzed and determined. The results lead to an important conclusion obtained for the first time that ice breaking frequency and the natural frequency of the first mode of the platform are the two main factors that dominate the degree of vibration. The present work provides a firm basis for both design and operation of fixed platforms against ice loading. 展开更多
关键词 offshore fixed platform ice loading CRUSHING BENDING BUCKLING time domain frequency domain DISPLACEMENT power spectral density VIBRATION
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Ice Induced Low Temperature Fatigue Crack Propagation in Offshore Structural Steel A131
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作者 Duan, ML Gao, ZJ Liu, CT 《China Ocean Engineering》 SCIE EI 1998年第3期275-284,共10页
To investigate the low temperature fatigue crack propagation behavior of offshore structural steel A131 under random ice loading, three ice failure modes that are commonly present in the Bohai Gulf are simulated accor... To investigate the low temperature fatigue crack propagation behavior of offshore structural steel A131 under random ice loading, three ice failure modes that are commonly present in the Bohai Gulf are simulated according to the vibration stress responses induced by real ice loading. The test data are processed by a universal software FCPUSL developed on the basis of the theory of fatigue crack propagation and statistics. The fundamental parameter controlling the fatigue crack propagation induced by random ice loading is determined to be the amplitude root mean square stress intensity factor K-arm. The test results are presented on the crack propagation diagram where the crack growth rate da/dN is described as the function of K-arm. It is evident that the ice failure modes have great influence on the fatigue crack propagation behavior of the steel in ice-induced vibration. However, some of the experimental phenomena and test results are hard to be physically explained at present. The work in this paper is an initial attempt to investigate the cause of collapse of offshore structures due to ice loading. 展开更多
关键词 low temperature fatigue crack propagation offshore structure steel A131 ice load random vibration
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