Finite Element Analysis of Reinforced Concrete Beams with Corrosion Subjected to Shear
Joint Authors
Miller, Thomas H.
Potisuk, Tanarat
Higgins, Christopher C.
Yim, Solomon C.
Source
Issue
Vol. 2011, Issue 2011 (31 Dec. 2011), pp.1-14, 14 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2011-06-30
Country of Publication
Egypt
No. of Pages
14
Main Subjects
Abstract EN
Finite element (FE) modeling techniques were developed to isolate the different contributions of corrosion damage to structural response of experimental reinforced concrete beams with shear-dominated behavior.
Corrosion-damage parameters included concrete cover spalling due to the expansion of corrosion products; uniform stirrup cross-sectional loss from corrosion; localized stirrup cross-sectional loss due to pitting; debonding of corrosion-damaged stirrups from the concrete.
FE analyses were performed including both individual and combined damages.
The FE results matched experimental results well and quantitatively estimated capacity reduction of the experimental specimens.
American Psychological Association (APA)
Potisuk, Tanarat& Higgins, Christopher C.& Miller, Thomas H.& Yim, Solomon C.. 2011. Finite Element Analysis of Reinforced Concrete Beams with Corrosion Subjected to Shear. Advances in Civil Engineering،Vol. 2011, no. 2011, pp.1-14.
https://search.emarefa.net/detail/BIM-492120
Modern Language Association (MLA)
Potisuk, Tanarat…[et al.]. Finite Element Analysis of Reinforced Concrete Beams with Corrosion Subjected to Shear. Advances in Civil Engineering No. 2011 (2011), pp.1-14.
https://search.emarefa.net/detail/BIM-492120
American Medical Association (AMA)
Potisuk, Tanarat& Higgins, Christopher C.& Miller, Thomas H.& Yim, Solomon C.. Finite Element Analysis of Reinforced Concrete Beams with Corrosion Subjected to Shear. Advances in Civil Engineering. 2011. Vol. 2011, no. 2011, pp.1-14.
https://search.emarefa.net/detail/BIM-492120
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-492120