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...
Saved in:
Published in | Journal of engineering mechanics Vol. 135; no. 9; pp. 906 - 916 |
---|---|
Main Authors | , , , , |
Format | Journal Article |
Language | English |
Published |
Reston, VA
American Society of Civil Engineers
01.09.2009
|
Subjects | |
Online Access | Get full text |
ISSN | 0733-9399 1943-7889 |
DOI | 10.1061/(ASCE)EM.1943-7889.0000021 |
Cover
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 |
Author_xml | – sequence: 1 givenname: Paolo surname: Gardoni fullname: Gardoni, Paolo email: pgardoni@civil.tamu.edu organization: Texas A&M Univ. , Zachry Dept. of Civil Engineering, , 3136 TAMU, College Station, TX 77843-3136 (corresponding author). E-mail – sequence: 2 givenname: Radhakrishna G surname: Pillai fullname: Pillai, Radhakrishna G organization: Texas A&M Univ. , Zachry Dept. of Civil Engineering, , 3136 TAMU, College Station, TX 77843-3136 – sequence: 3 givenname: Mary Beth D surname: Hueste fullname: Hueste, Mary Beth D organization: Texas A&M Univ. , Zachry Dept. of Civil Engineering, , 3136 TAMU, College Station, TX 77843-3136 – sequence: 4 givenname: Kenneth surname: Reinschmidt fullname: Reinschmidt, Kenneth organization: Texas A&M Univ. , Project Management Professor, Zachry Dept. of Civil Engineering, , 3136 TAMU, College Station, TX 77843-3136 – sequence: 5 givenname: David surname: Trejo fullname: Trejo, David organization: Texas A&M Univ. , Zachry Dept. of Civil Engineering, , 3136 TAMU, College Station, TX 77843-3136 |
BackLink | http://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=21860005$$DView record in Pascal Francis |
BookMark | eNp1kV9LwzAUxYNMcJt-hyIo-tCZNLFtfBtl_oENh3PPIWkTyeiamZs97NubsrE38xJu7u_ccO4ZoUHnOo3QLcETgnPy9DBdVbPH2WJCOKNpUZZ8gvuTkQs0PL8N0BAXlKaccn6FRgAbjAnLeT5EZumdksq2FoKtk0ruZG3DIVm4RreQGOeTynnvGtv9JEsHIegOrOv6chW87BqIotYqL4NukjX0jblULtbOH5IvDfs2wDW6NLIFfXO6x2j9Ovuu3tP559tHNZ2nkhIcUmZoRhjGmvG8NpmKTpRiNVZM5rxUXDZFU0hSZBmhqmxijxbGZJgZmauGczpG98e5O-9-9xqC2FqoddvKTrs9CMqKMscMR_DuBEqoZWuik9qC2Hm7lf4gMhIxjJ8j93Lkau8AvDZnhGDRRyBEH4GYLUS_btGvW5wiiOL8KI5_aLFxe99F82fl_8I_CRSOFQ |
CODEN | JENMDT |
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 |
ContentType | Journal Article |
Copyright | 2009 INIST-CNRS |
Copyright_xml | – notice: 2009 INIST-CNRS |
DBID | AAYXX CITATION IQODW 7SE 7TB 8FD F28 FR3 JG9 KR7 |
DOI | 10.1061/(ASCE)EM.1943-7889.0000021 |
DatabaseName | CrossRef Pascal-Francis Corrosion Abstracts Mechanical & Transportation Engineering Abstracts Technology Research Database ANTE: Abstracts in New Technology & Engineering Engineering Research Database Materials Research Database Civil Engineering Abstracts |
DatabaseTitle | CrossRef Materials Research Database Civil Engineering Abstracts Technology Research Database Mechanical & Transportation Engineering Abstracts Engineering Research Database Corrosion Abstracts ANTE: Abstracts in New Technology & Engineering |
DatabaseTitleList | Materials Research Database |
DeliveryMethod | fulltext_linktorsrc |
Discipline | Engineering Applied Sciences Physics |
EISSN | 1943-7889 |
EndPage | 916 |
ExternalDocumentID | 21860005 10_1061__ASCE_EM_1943_7889_0000021 10_1061_ASCE_EM_1943_7889_0000021 |
GroupedDBID | -0O 02 08R 0O 0R 29K 4.4 4S 5GY A AAIKC AAYOK ABBOT ABDBF ABEFU ABFLS ABFSI ABPTK ACIWK ACKIV ACNET ACVYA ADVLX ADZKS AENEX AFDAS AFFNX ALMA_UNASSIGNED_HOLDINGS ARCSS ARKUK ASUFR CS3 D-I E.L E70 EAD EAP EAS EBS EDO EJD EMI EMK EST ESX G8K GQVBS HZ H~9 I-F L7B O9- O~X P2P RAC RNS RXW TAE TAF TN5 TUS VH1 X ZY4 -~X .4S .DC 0R~ 2FS 6TJ AAELQ AAMNW AAYXX ABDPE ACGFO ACUHS ADNWM AI. AIRRX ALNAR CITATION HZ~ WHG XSW ~02 ~A~ IQODW 7SE 7TB 8FD F28 FR3 JG9 KR7 |
ID | FETCH-LOGICAL-a310t-4f321400e496cf2b000bb4c0b4a698b9ad7d7a172213b8dbb437ff204fa6bd993 |
ISSN | 0733-9399 |
IngestDate | Fri Sep 05 11:51:07 EDT 2025 Mon Jul 21 09:17:06 EDT 2025 Tue Jul 01 00:23:55 EDT 2025 Wed Jul 21 07:22:46 EDT 2021 |
IsPeerReviewed | true |
IsScholarly | true |
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 |
Language | English |
License | CC BY 4.0 |
LinkModel | OpenURL |
MergedId | FETCHMERGED-LOGICAL-a310t-4f321400e496cf2b000bb4c0b4a698b9ad7d7a172213b8dbb437ff204fa6bd993 |
Notes | ObjectType-Article-2 SourceType-Scholarly Journals-1 ObjectType-Feature-1 content type line 23 |
PQID | 34786040 |
PQPubID | 23500 |
PageCount | 11 |
ParticipantIDs | proquest_miscellaneous_34786040 pascalfrancis_primary_21860005 crossref_primary_10_1061__ASCE_EM_1943_7889_0000021 asce_journals_10_1061_ASCE_EM_1943_7889_0000021 |
ProviderPackageCode | GQVBS ABBOT RAC ACNET ARKUK ADVLX ADZKS -0O E70 CITATION AAYXX |
PublicationCentury | 2000 |
PublicationDate | 2009-09-01 |
PublicationDateYYYYMMDD | 2009-09-01 |
PublicationDate_xml | – month: 09 year: 2009 text: 2009-09-01 day: 01 |
PublicationDecade | 2000 |
PublicationPlace | Reston, VA |
PublicationPlace_xml | – name: Reston, VA |
PublicationTitle | Journal of engineering mechanics |
PublicationYear | 2009 |
Publisher | American Society of Civil Engineers |
Publisher_xml | – name: American Society of Civil Engineers |
References | Melchers, R. E. 2003; 59 Poston, W. R.; Frank, K. H.; West, J. S. 2003; 73 Gardoni, P. G.; Der Kiureghian, A.; Mosalam, K. M. 2002; 128 Akgul, F.; Frangopol, D. M. 2004; 130 Schupack, M. 2004; 26 e_1_3_2_16_1 e_1_3_2_9_1 e_1_3_2_8_1 e_1_3_2_18_1 Woodward R. J. (e_1_3_2_20_1) 2001 e_1_3_2_7_1 Schupack M. (e_1_3_2_17_1) 2004; 26 e_1_3_2_2_1 American Segmental Bridge Institute (ASBI) (e_1_3_2_4_1) 2000 e_1_3_2_10_1 Trejo D. (e_1_3_2_19_1) 2009 e_1_3_2_11_1 e_1_3_2_6_1 e_1_3_2_12_1 e_1_3_2_5_1 e_1_3_2_14_1 e_1_3_2_3_1 e_1_3_2_15_1 Poston W. R. (e_1_3_2_13_1) 2003; 73 |
References_xml | – volume: 26 start-page: 69 issn: 0162-4075 year: 2004 end-page: 77 article-title: PT grout: Bleedwater voids publication-title: Concr. Int. – volume: 73 start-page: 58 issn: 0009-7853 year: 2003 end-page: 63 article-title: Enduring strength publication-title: Civ. Eng. (N.Y.) – volume: 130 start-page: 1889 issn: 0733-9445 year: 2004 end-page: 1903 article-title: Lifetime performance analysis of existing prestressed concrete bridge superstructures publication-title: J. Struct. Eng. doi: 10.1061/(ASCE)0733-9445(2004)130:12(1889) – volume: 59 start-page: 319 issn: 0010-9312 year: 2003 end-page: 334 article-title: Modeling of marine immersion corrosion for mild and low-alloy steels. Part 1: Phenomenological model publication-title: Corrosion (Houston) – volume: 128 start-page: 1024 issn: 0733-9399 year: 2002 end-page: 1038 article-title: Probabilistic capacity models and fragility estimates for reinforced concrete columns based on experimental observations publication-title: J. Eng. Mech. doi: 10.1061/(ASCE)0733-9399(2002)128:10(1024) – ident: e_1_3_2_8_1 – ident: e_1_3_2_5_1 – ident: e_1_3_2_9_1 doi: 10.1061/(ASCE)0733-9399(2002)128:10(1024) – ident: e_1_3_2_16_1 doi: 10.1002/9780470187548 – ident: e_1_3_2_15_1 – start-page: 23 volume-title: Current and future trends in bridge design, construction, and maintenance—2 year: 2001 ident: e_1_3_2_20_1 – volume-title: Interim statement on grouting practices year: 2000 ident: e_1_3_2_4_1 – ident: e_1_3_2_14_1 – volume: 73 start-page: 58 issue: 9 year: 2003 ident: e_1_3_2_13_1 article-title: Enduring strength publication-title: Civ. Eng. (N.Y.) – ident: e_1_3_2_12_1 – volume: 26 start-page: 69 issue: 8 year: 2004 ident: e_1_3_2_17_1 article-title: PT grout: Bleedwater voids publication-title: Concr. Int. – ident: e_1_3_2_6_1 doi: 10.1002/9781118033197 – ident: e_1_3_2_2_1 doi: 10.1061/(ASCE)0733-9445(2004)130:12(1889) – ident: e_1_3_2_3_1 – ident: e_1_3_2_7_1 – ident: e_1_3_2_11_1 – ident: e_1_3_2_10_1 doi: 10.5006/1.3277564 – ident: e_1_3_2_18_1 doi: 10.14359/56461 – volume-title: “Effects of voids in grouted, posttensioned, concrete bridge construction.” Rep. No. 0–4588 year: 2009 ident: e_1_3_2_19_1 |
SSID | ssj0014696 |
Score | 2.0529053 |
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,... |
SourceID | proquest pascalfrancis crossref asce |
SourceType | Aggregation Database Index Database Publisher |
StartPage | 906 |
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 https://www.proquest.com/docview/34786040 |
Volume | 135 |
hasFullText | 1 |
inHoldings | 1 |
isFullTextHit | |
isPrint | |
link | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnV3ZjtowFLUQo0qtqi60Veky9UMfWqHMZDEJfmTJFCqgFYs0b5EdJxokyoxIqNT-Yf-q98YhCR3U7SVChgTCPbaPnXPPJeSt4g5TQsZGbCtpMKsTGiKUrtFWcdsSUnhthVsDk6k7XLKPl-3LWu1HRbW0S-VZ-P1oXsn_RBXaIK6YJfsPkS0uCg3wGuILR4gwHP8qxp-30BtR3Ypmy60-zHshkmqsb7bOfBagu29hhMTtAKzKm6nV9f4rutKiGBZzsyTaRaiWVg-MNSrw0fssSnZr7fR0hL9GpZNh60uECcQV4fyH7mzwaTrSHBXG12IEHo3H3ax5JhQqClbJ1UaUBb6GS3--8PMkom-tXpRelZrkmT-azvvDyWiwqKQUHexblMKstJIqgGNYrk5F9cnq62pdGDFWNys9xzG4o0spFeO29jnJAcorozA33cqEznUy5625ApgMBBh4fHfehxvj_uTM4sxBfSXXtpY6d_vQpPuXybOQNGJtLzNz0z2xPaBxdXLS7Q16F8UjLeZmxeKKW9k74LrW-Tv8Be-PfT8QBZHgyqlCmu7fQJNYx7rwyi0OkRGjxSPyIEcE7Wp4Pia1aNMgD_PVDc3njqRB7lWsLxvkTiY9DpMnJD5AMd2jmGoUU0AxLVBMD1FMcxTTEsU0QzEtUUxzFD8lywt_0R8aefUPQ8CSIzVYjDW0TDNi3A1jG9mqlCw0JRMu70gulKc8AfzbthzZUfCe48WxbbJYuFIB7X5G6pvrTfScUDcSMVxOdWC9wUybS1Mq1rbNkIeeYsptknP8l4O8aydBpsxwrQDjEviTAOMSYFyCPC5N4uwDEtxoW5jipN-ddXoQu-LUPXia5M0-mAEM8_jsTmyi610SOMyDjzDzxZ8u8ZLcLXvbK1JPt7voNfDmVJ7miPwJF3LBLQ |
linkProvider | EBSCOhost |
openUrl | ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=Probabilistic+Capacity+Models+for+Corroding+Posttensioning+Strands+Calibrated+Using+Laboratory+Results&rft.jtitle=Journal+of+engineering+mechanics&rft.au=GARDONI%2C+Paolo&rft.au=PILLAI%2C+Radhakrishna+G&rft.au=HUESTE%2C+Mary+Beth+D&rft.au=REINSCHMIDT%2C+Kenneth&rft.date=2009-09-01&rft.pub=American+Society+of+Civil+Engineers&rft.issn=0733-9399&rft.volume=135&rft.issue=9&rft.spage=906&rft.epage=916&rft_id=info:doi/10.1061%2F%28ASCE%29EM.1943-7889.0000021&rft.externalDBID=n%2Fa&rft.externalDocID=21860005 |
thumbnail_l | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0733-9399&client=summon |
thumbnail_m | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0733-9399&client=summon |
thumbnail_s | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0733-9399&client=summon |