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船舶结构钢海洋环境点蚀模型研究之二:实船蚀坑形态与径深比时变模型 被引量:23

Pitting corrosion model of mild and low-alloy steel in marine environment-Part 2: The shape of corrosion pits
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摘要 文章基于点蚀生长原理与实船蚀坑形态检测数据,对船舶受点蚀构件的两类主要蚀坑的形态、形成机制及其随船龄演化情况作了大致描述。认为遭受点蚀船舶构件的蚀坑形态与其所处位置、服役时间等密切相关;两类蚀坑形态差异的原因在于其各自点蚀进程中的具体控制因素及相应的影响程度存在较大区别。论述证明将点蚀蚀坑径深比处理成随时间变化的函数是有理论和事实依据的;并与点蚀深度模型相结合,依据Yamamoto实测散货船货舱区肋骨蚀坑数据建立了相应的蚀坑径深比时变模型。 According to the pitting corrosion mechanism and corrosion data trom ship structure investigated, the shape of corrosion pits and its formation on ship structures were surveyed and summarized in this paper. It was shown that the main pits shape may be cone or compound-cone. Obviously, the shape of cor- rosion pits on ship structures was affected by its locations and ship age.The shape difference between those two pits type was resulted from the divergence in their corrosion-control factors and their influencing degree.It will be reasonable to describe the ratio of diameter to depth of corrosion pits as a function of ship age. The time dependent model of pits ratio was also established in this paper, based on the model of corrosion pits depth and the corrosion data of hold frames in cargo holds from literatures.
出处 《船舶力学》 EI 北大核心 2007年第5期735-743,共9页 Journal of Ship Mechanics
关键词 碳钢 海洋环境 点蚀 腐蚀模型 蚀坑形态 径深比. mild steel marine environment pitting corrosion corrosion model shape ratio of diameter to depth
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参考文献17

  • 1Melchers R E.Pitting corrosion of mild steel in marine immersion environment-Part 1:Maximum pit depth[J].Corrosion,2004,60(9):824-836.
  • 2Nakai T,Matsushita H,Yamamoto N,Arai H.Effect of pitting corrosion on local strength of hold frames of bulk carriers (1st report)[J].Marine Structure,2004,17:403-432.
  • 3王燕舞,崔维成.考虑腐蚀影响的船舶结构可靠性研究现状与展望[J].船舶力学,2007,11(2):307-320. 被引量:22
  • 4Paik J K.Ultimate strength of ships-time-variant risk assessment of aging ship staking account of general/pit corrosion,fatigue cracking and local dent damage[R].Technical Report RD 2002-11,American Bureau of Shipping,2002.
  • 5Paik J K,Wang G,Thayamballi A K,Lee J M.Time-dependent risk assessment of aging ships accounting for general/pit corrosion,fatigue cracking and local denting[J].SNAME Trans.,2003,111.
  • 6Paik J K,Lee J M,Ko M J.Ultimate compressive strength of plate elements with pit corrosion wastage[J].Journal of Engineering for the Maritime Environment,2003,217(M4):185-200.
  • 7Paik J K,Lee J M,Ko M J.Ultimate shear strength of plate elements with pit corrosion wastage[J].Thin-walled Structures,2004,42:1161-1176.
  • 8Dunbar T E,Pegg N,Taheri F,Jiang L.A computational investigation of the effects of localized corrosion on plates and stiffened panels[J].Marine Structures,2004,17:385-402.
  • 9Nakai T,Matsushita H,Yamamoto N,Arai H.Effect of pitting corrosion on local strength of hold frames of bulk carriers (2nd report)-lateral-distortional buckling and local face buckling[J].Marine Structure,2004,17:612-641.
  • 10Nakai T,Matsushita H,Yamamoto N,Arai H.Effect of pitting corrosion on strength of web plates subjected to patch loading[J].Thin-walled Structures,2006,44:10-19.

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