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Review of factors that affect corrosion in a marine environment
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Link to Article Qin and Cui: A New Corrosion Model for the Deterioration of Steel Structures in Marine Environments
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Authors: S, Qin & W. Cui
Examination of the model proposed in prior article on the time dependent loss due to corrosion and reliability of steel plated elements -
Link to ArticleJeom Kee Paik, Jae Myung Lee, Man Ju Ko
Authors: Paik, Lee, Ko -
Link to Text (may have to on campus?)Author: Melchers: study and comparison of corrosion of structural steels in sea water off the coasts of Vietnam and China.
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Link to Full Thesis Author: Dan MaoA thesis presented to the University of Waterloo in fulfillment of the thesis requirement for the degree of Master of Applied Science in Civil Engineering
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Author: R. Rahgozar
Examination of the remaining capacity of corroded beams using test results and modelling -
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Link to Article (may have to be on campus?)Authors: M. Shayegani, A. Afshar, M. Ghorbani, and M. Rahmaniyan
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Link to Article (may have to be on campus?)Authors: M. Shayegani, A. Afshar, M. Ghorbani, and M. Rahmaniyan
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Link to ArticleAuthor: Rahgozar
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Authors: M. Hafiz, H. Mohyaldeen
Developing, implementing and examining a new corrosion protection plan for the Al-Zubare Harbour. -
Authors: Md. Ahmmad and Y. Sumi
The use of a vision sensor system allowed for successful measure of the true stress-strain relationship of steel plates. Then deformability and strength were investigated both experimentally and numerically.
The reduction in deformability and energy abosorbtion capacity due to pitting corrosion and general corrosion could be estimated by the developed proposed formula.
Link to Article -
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Authors: Rahgozar & Sharifi
Using four sample beams taken from a petro chemical plant the estimated LTB capacity was examined and modeled -
Yasser Sharifi and Reza Rahgozar: Simple Assessment Method to Estimate the Remaining Moment Capcity of Corroded I-Beam Sections Development of a simple calculation method based on the percent reduction in material to find the remaining moment capacity. A good method that may help a practicing engineer make a quick and reliable assessment of corroded beams. Link to Article
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Sharifi & Rahgozar article on determining the remaining moment capicity of corroded steel I beams. Additionally, they examined when section class is altered by loss of material due to corrosion.
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Link to ArticleNarasi Sridhar, FNACE, Det Norske Veritas (U.S.A.), Inc.Dublin, Ohio