Probabilistic Capacity Models for Corroding Posttensioning Strands Calibrated Using Laboratory Results

The presence of air voids, moisture, and chlorides inside tendons or ducts was cited as a reason for the early age strand corrosion and failure in the Mid-bay, Sunshine Skyway, and Niles Channel posttensioned (PT) bridges in Florida, United States. Although rare, these incidents call for frequent in...

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Published inJournal of engineering mechanics Vol. 135; no. 9; pp. 906 - 916
Main Authors Gardoni, Paolo, Pillai, Radhakrishna G, Hueste, Mary Beth D, Reinschmidt, Kenneth, Trejo, David
Format Journal Article
LanguageEnglish
Published Reston, VA American Society of Civil Engineers 01.09.2009
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ISSN0733-9399
1943-7889
DOI10.1061/(ASCE)EM.1943-7889.0000021

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Abstract The presence of air voids, moisture, and chlorides inside tendons or ducts was cited as a reason for the early age strand corrosion and failure in the Mid-bay, Sunshine Skyway, and Niles Channel posttensioned (PT) bridges in Florida, United States. Although rare, these incidents call for frequent inspection and structural reliability assessment of PT bridges exposed to moisture and chlorides. This paper develops and presents probabilistic strand capacity models that are needed to assess the structural reliability of such PT bridges and recommends a time frequency of inspection. A total of 384 strand test specimens were exposed to various void, moisture, and chloride concentration conditions for 12 and 21 months; the remaining tension capacities were then determined. Using this experimental data and a Bayesian approach, six probabilistic capacity models were developed based on the void type. The mean absolute percentage errors of these models are less than 4%, indicating that reasonably accurate prediction of the strand capacity is possible, when void, aggressive moisture, and chloride conditions are present.
AbstractList The presence of air voids, moisture, and chlorides inside tendons or ducts was cited as a reason for the early age strand corrosion and failure in the Mid-bay, Sunshine Skyway, and Niles Channel posttensioned (PT) bridges in Florida, United States. Although rare, these incidents call for frequent inspection and structural reliability assessment of PT bridges exposed to moisture and chlorides. This paper develops and presents probabilistic strand capacity models that are needed to assess the structural reliability of such PT bridges and recommends a time frequency of inspection. A total of 384 strand test specimens were exposed to various void, moisture, and chloride concentration conditions for 12 and 21 months; the remaining tension capacities were then determined. Using this experimental data and a Bayesian approach, six probabilistic capacity models were developed based on the void type. The mean absolute percentage errors of these models are less than 4%, indicating that reasonably accurate prediction of the strand capacity is possible, when void, aggressive moisture, and chloride conditions are present.
Author Gardoni, Paolo
Reinschmidt, Kenneth
Trejo, David
Pillai, Radhakrishna G
Hueste, Mary Beth D
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  organization: Texas A&M Univ. , Zachry Dept. of Civil Engineering, , 3136 TAMU, College Station, TX 77843-3136
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Cites_doi 10.1061/(ASCE)0733-9445(2004)130:12(1889)
10.1061/(ASCE)0733-9399(2002)128:10(1024)
10.1002/9780470187548
10.1002/9781118033197
10.5006/1.3277564
10.14359/56461
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Issue 9
Keywords Time frequency domain method
Structural reliability
Test bar
Modeling
Voids
Cavity
Stayed girder bridge
Capacity
Chlorides
Humidity
Water content
Tension
Strand
Bayes estimation
Probabilistic approach
Ducts
Large pipe
Rupture
Probability
Experimental study
Florida
Posttensioning
Bridges
Corrosion
Concrete construction
Wire rope
Porosity
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Snippet The presence of air voids, moisture, and chlorides inside tendons or ducts was cited as a reason for the early age strand corrosion and failure in the Mid-bay,...
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SubjectTerms Applied sciences
Bridges
Buildings. Public works
Concrete bridges
Corrosion
Corrosion mechanisms
Exact sciences and technology
Fracture mechanics (crack, fatigue, damage...)
Fundamental areas of phenomenology (including applications)
Metals. Metallurgy
Physics
Solid mechanics
Structural and continuum mechanics
Suspension bridges. Stayed girder bridges. Bascule bridges. Swing bridges
TECHNICAL PAPERS
Title Probabilistic Capacity Models for Corroding Posttensioning Strands Calibrated Using Laboratory Results
URI http://ascelibrary.org/doi/abs/10.1061/(ASCE)EM.1943-7889.0000021
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Volume 135
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