Modeling the Time-to Corrosion Cracking of the Cover Concrete in Chloride Contaminated Reinforced Concrete Structures

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dc.contributor.authorLiu, Youpingen
dc.contributor.committeechairWeyers, Richard E.en
dc.contributor.committeememberAl-Qadi, Imadeddin L.en
dc.contributor.committeememberBarker, Richard M.en
dc.contributor.committeememberBrown, Jesse J. Jr.en
dc.contributor.committeememberWalker, Richard D.en
dc.contributor.departmentCivil Engineeringen
dc.date.accessioned2014-03-14T20:22:01Zen
dc.date.adate1996-10-21en
dc.date.available2014-03-14T20:22:01Zen
dc.date.issued1996-10-21en
dc.date.rdate1996-10-21en
dc.date.sdate1998-07-18en
dc.description.abstractSignificant factors on steel corrosion in chloride contaminated reinforced concrete and time-to-corrosion cracking were investigated in this study. Sixty specimens were designed with seven admixed chloride contents, three concrete cover depths, two reinforcing steel bar diameters, two exposure conditions, and a typical concrete with water to cement ratio of 0.45. Corrosion current density (corrosion rate), corrosion potential, ohmic resistance of concrete and temperature were measured monthly on these specimens using both the 3LP and Gecor devices. Metal loss measurements were performed in accordance with ASTM G1-90, method C3.5, after specimens cracked. The actual corrosion weight loss of the steel reinforcing bars was then compared to the result obtained from the corrosion rate measurement devices. An interaction model for characterizing the dynamic corrosion process was developed based on the five-year corrosion database. The model demonstrates that the corrosion rate is a function of chloride content, temperature at reinforcement depth, ohmic resistance of concrete, and corrosion time after initiation. A time-to-corrosion cracking model was suggested based on a corrosion-cracking conceptual model and critical mass of corrosion products. The model predicted times to corrosion cracking are in good agreement with the observed times to corrosion cracking of the cover concrete.en
dc.description.degreePh. D.en
dc.identifier.otheretd-44541620119653540en
dc.identifier.sourceurlhttp://scholar.lib.vt.edu/theses/available/etd-44541620119653540/en
dc.identifier.urihttp://hdl.handle.net/10919/30541en
dc.publisherVirginia Techen
dc.relation.haspartLiu.pdfen
dc.relation.haspartetd.pdfen
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subjectdeteriorationen
dc.subjectchlorideen
dc.subjectcorrosionen
dc.subjectcrackingen
dc.subjectmodelen
dc.titleModeling the Time-to Corrosion Cracking of the Cover Concrete in Chloride Contaminated Reinforced Concrete Structuresen
dc.typeDissertationen
thesis.degree.disciplineCivil Engineeringen
thesis.degree.grantorVirginia Polytechnic Institute and State Universityen
thesis.degree.leveldoctoralen
thesis.degree.namePh. D.en

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