Effect of Corrosion-Induced Structural Degradation on the Ultimate Strength of a High-Tensile-Steel Ship Hull

被引:2
|
作者
Momcilovic, Nikola [1 ]
Ilic, Nemanja [1 ]
Kalajdzic, Milan [1 ]
Ivosevic, Spiro [2 ]
Petrovic, Ana [1 ]
机构
[1] Univ Belgrade, Fac Mech Engn, Belgrade 11120, Serbia
[2] Univ Montenegro, Fac Maritime Studies Kotor, Kotor 85331, Montenegro
关键词
ultimate strength; hull girder; corrosion wastage; progressive collapse; NLFEM; PROGRESSIVE COLLAPSE ANALYSIS; NUMERICAL ASSESSMENT; PITTING CORROSION; STIFFENED PANELS; CONTAINER SHIP; SAFETY; MODEL; LOAD;
D O I
10.3390/jmse12050745
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
Standard structural assessments of ship hulls include the evaluation of the elastic structural response. Elastic analysis neglects extreme and unpredicted loadings, which can produce catastrophic outcomes, such as the loss of the ship's ultimate strength. Moreover, hull elements are considered unaffected by age-related degradation. Therefore, this study models and quantifies the effect of corrosion-induced structural degradation on the ultimate strength of a high-tensile-steel (HTS) cargo ship using progressive collapse and nonlinear finite element methods. Uniform and pitting corrosion are modeled through selected scenarios, which hull elements might encounter during exploitation, producing a total of 148 calculation models. The findings show that corrosion-induced degradation can significantly decrease the ultimate strength of the hull (up to 30% for the most severe scenarios assessed). Furthermore, ultimate strength decreases almost proportionally to the amount of wastage considered. It was found that stiffener corrosion has a significant effect on the total ultimate strength. This study's aim is to emphasize the vast importance of including ultimate strength along with ageing effects in industry-standard structural assessments of large HTS ship structures, designed to last for several decades whilst exposed to excessive and unpredicted bending moments.
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页数:17
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