Abstract
The purpose of this paper is to (1) develop an approach to determine the serviceability behavior of concrete discontinuity regions and (2) refine existing methods for processing digital images and automating the collection of crack and displacement data. A research program currently underway at Northern Arizona University is seeking to correlate maximum crack width and crack area to the internal strain energy estimated from a representative strut-And-Tie model. This effort is accomplished by testing twelve concrete deep beams with a 10×20 in. cross-section. Crack width, crack area, and deformation data establishes serviceability behavior. Preliminary findings indicate it is possible to determine serviceability behavior using internal strain energy in strut and tie models. These findings represent an improved design methodology engineers can use to perform serviceability design of their reinforced discontinuity regions.
| Original language | English (US) |
|---|---|
| Title of host publication | Geotechnical and Structural Engineering Congress 2016 - Proceedings of the Joint Geotechnical and Structural Engineering Congress 2016 |
| Publisher | American Society of Civil Engineers (ASCE) |
| Pages | 2010-2022 |
| Number of pages | 13 |
| ISBN (Print) | 9780784479742 |
| State | Published - 2016 |
| Event | Joint Geotechnical and Structural Engineering Congress 2016 - Phoenix, United States Duration: Feb 14 2016 → Feb 17 2016 |
Other
| Other | Joint Geotechnical and Structural Engineering Congress 2016 |
|---|---|
| Country | United States |
| City | Phoenix |
| Period | 2/14/16 → 2/17/16 |
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ASJC Scopus subject areas
- Geotechnical Engineering and Engineering Geology
- Civil and Structural Engineering
Cite this
Serviceability Behavior of Reinforced Concrete Discontinuity Regions. / Kettelkamp, Jessica; Tuchscherer, Robin G.
Geotechnical and Structural Engineering Congress 2016 - Proceedings of the Joint Geotechnical and Structural Engineering Congress 2016. American Society of Civil Engineers (ASCE), 2016. p. 2010-2022.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
}
TY - GEN
T1 - Serviceability Behavior of Reinforced Concrete Discontinuity Regions
AU - Kettelkamp, Jessica
AU - Tuchscherer, Robin G
PY - 2016
Y1 - 2016
N2 - The purpose of this paper is to (1) develop an approach to determine the serviceability behavior of concrete discontinuity regions and (2) refine existing methods for processing digital images and automating the collection of crack and displacement data. A research program currently underway at Northern Arizona University is seeking to correlate maximum crack width and crack area to the internal strain energy estimated from a representative strut-And-Tie model. This effort is accomplished by testing twelve concrete deep beams with a 10×20 in. cross-section. Crack width, crack area, and deformation data establishes serviceability behavior. Preliminary findings indicate it is possible to determine serviceability behavior using internal strain energy in strut and tie models. These findings represent an improved design methodology engineers can use to perform serviceability design of their reinforced discontinuity regions.
AB - The purpose of this paper is to (1) develop an approach to determine the serviceability behavior of concrete discontinuity regions and (2) refine existing methods for processing digital images and automating the collection of crack and displacement data. A research program currently underway at Northern Arizona University is seeking to correlate maximum crack width and crack area to the internal strain energy estimated from a representative strut-And-Tie model. This effort is accomplished by testing twelve concrete deep beams with a 10×20 in. cross-section. Crack width, crack area, and deformation data establishes serviceability behavior. Preliminary findings indicate it is possible to determine serviceability behavior using internal strain energy in strut and tie models. These findings represent an improved design methodology engineers can use to perform serviceability design of their reinforced discontinuity regions.
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UR - http://www.scopus.com/inward/citedby.url?scp=84966587917&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:84966587917
SN - 9780784479742
SP - 2010
EP - 2022
BT - Geotechnical and Structural Engineering Congress 2016 - Proceedings of the Joint Geotechnical and Structural Engineering Congress 2016
PB - American Society of Civil Engineers (ASCE)
ER -