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Trang 3TiӃng ViӋt: ThiӃt kӃ YjP{SKӓng sӕ TXiWUuQKăQPzQFӫDWKpS[k\Gӵng trong
thӫy triӅu biӇn TiӃng Anh: Design and numerical simulation of constructional steel corrosion
in tidal marine environment
II NHIӊM VӨ 9¬1ӜI DUNG
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Trang 4LӠI CҦ0Ѫ1
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Trang 6ABSTRACT
This study has investigated the roles of differential aeration on corrosion EHKDYLRUV RI FRQVWUXFWLRQ VWHHO SLSH SLOH LQ 9LHWQDP¶V VHDZDWHU HQYLURQPHQW 7KHcauses of differential aeration were considered to be the tidal, the seawater flow and the cover of corrosion product layer The well aeration led to anode-FDWKRGHFRXSOHV¶formation and differed the corrosion rate between places The horizontal differential aeration was attributed to seawater flow and fairly resulted in uniform corrosion except
in the wake region where steel is less corroded Therefore, the severe corrosion of steel
in the tidal zone was attributed to the vertical differential aeration In which, the corrosion product layer prevented the corrosion by reducing or constraining the oxygen diffusion process The flooding tidal enhanced the corrosion near the water surface due to fast transport of a large amount of oxygen Besides, the ebbing tidal could also forms a thin electrolyte layer on the steel surface which accelerated the corrosion This study also proposed a convenient way to modelling the instant appearance/disappearance of the electrolyte at the steel surface under tidal flood/ebb phase on a 2D plane The model will be improved to handle the investigation of above IDFWRUV¶VLPXOWDneous impact and aim for a high reliability prediction of life span
Trang 7LӠ,&$0Ĉ2$1
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Trang 8MӨC LӨC
NhiӋm vө luұQYăQWKҥFVƭ i
Lӡi cҧPѫQ ii
7yPWҳt iii
Abstract iv
LӡLFDPÿRDQ v
Mөc lөc vi
Danh mөFKuQK ҧnh xii
Danh mөc bҧng biӇu xvi
&+ѬѪ1**,ӞI THIӊU TӘNG QUAN 1
1.1 ĈҺT VҨ1Ĉӄ 1
1.1.1 Nhu cҫu vұt liӋXWKpSYjF{QJWUuQKFҧng biӇn 1
1.1.2 7iFÿӝng cӫDăQPzQÿӃn nӅn kinh tӃ 3
1.2 TӘ1*48$17¬,/,ӊU 5
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4.3.4 KӃt luұn 81
4.4 0Ð+Î1+7+ӪY TRIӄU 82
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4.5.5 KӃt luұn 102
4.6 0Ð+Î1+'Ñ1*&+ҦY 103
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Trang 14DANH MӨ&+Î1+ҦNH
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