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Corrosion-Dependent Ultimate Strength Assessment of Aged Box Girders Based on Experimental Results

机译:基于试验结果的老年箱梁腐蚀相关极限强度评估

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摘要

This paper presents a corrosion-dependent analysis of the ultimate strength analysis of aged box girders based on experimental results. Three multispan corroded stiffened box girders subjected to four-point vertical load are analyzed, idealizing the behavior of midship sections of full ships. The specimens have three levels of corrosion. Two corrosion-dependent formulas for assessing the ultimate strength as well as the ultimate bending moment of corroded structures are proposed. Using a time-dependent corrosion growth model, equivalent time-dependent formulations are developed. The effect of corrosion degradation on the residual stresses during the service life is also analyzed, and a regression equation for predicting the remaining residual stresses along the service life is proposed. Finally, a corrosion-dependent moment-curvature relationship has been developed accounting for the changes in geometrical characteristics and material properties of the tested box girders.
机译:本文基于实验结果,对老化箱形梁的极限强度分析进行了腐蚀相关分析。分析了三个承受四点垂直载荷的多跨腐蚀加劲箱形梁,从而使整船中段的性能理想化。样品具有三个腐蚀等级。提出了两个腐蚀相关的公式来评估腐蚀结构的极限强度和极限弯矩。使用随时间变化的腐蚀增长模型,开发了等效的随时间变化的配方。还分析了腐蚀退化对使用寿命期间残余应力的影响,并提出了预测使用寿命中残余残余应力的回归方程。最后,考虑到试验箱形梁的几何特性和材料特性的变化,开发了一种与腐蚀有关的弯矩-曲率关系。

著录项

  • 来源
    《Journal of Ship Research》 |2011年第4期|p.289-300|共12页
  • 作者单位

    Centre for Marine Technology and Engineering (CENTEC), Instituto Superior Tecnico, Technical University of Lisbon, Lisboa, Portugal;

    Centre for Marine Technology and Engineering (CENTEC), Instituto Superior Tecnico, Technical University of Lisbon, Lisboa, Portugal;

    Centre for Marine Technology and Engineering (CENTEC), Instituto Superior Tecnico, Technical University of Lisbon, Lisboa, Portugal;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    design (general); shipbuilding; corrosion; ultimate strength;

    机译:设计(一般);造船;腐蚀;极限强度;
  • 入库时间 2022-08-18 01:36:50

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