- All Journals
- Al-Qadisiyah University
- Basrah University
- Kirkuk University
- Mosul University
- The Iraqi Borad for Medical Specialization
- University of Anbar
- University of Technology
- Al Mustafa University
- Al-Zahraa University for Women
- Alnoor University
- Kunooz University
- Misan University
- Ninevah University
- Tikrit University
- University of Al-Hamdaniya
- University of Kerbala
Numerical Prediction of Bond-Slip Behavior in Simple Pull-Out Concrete Specimens | ||
| Journal of Engineering | ||
| Article 1, Volume 19, Issue 1, 2013, Pages 1-12 | ||
| Authors | ||
| ; a Hussein Alwan Al-Zuhairi; Wjdan Dhaif Sahi Al-Fatlawi | ||
| Abstract | ||
| In this study the simple pullout concrete cylinder specimen reinforced by a single steel bar was analyzed for bond-slip behavior. Three-dimension nonlinear finite element model using ANSYS program was employed to study the behavior of bond between concrete and plain steel reinforcement. The ANSYS model includes eight-noded isoperimetric brick element (SOLID65) to model the concrete cylinder while the steel reinforcing bar was modeled as a truss member (LINK8). Interface element (CONTAC52) was used in this analysis to model the bond between concrete and steel bar. Material nonlinearity due to cracking and/or crushing of concrete, and yielding of the steel reinforcing bar were taken into consideration during the analysis. The accuracy of this model is investigated by comparing the finite element numerical behavior with that predicted from experimental results of three pullout specimens. Good agreement between the finite element solution and experimental results was obtained. | ||
| Keywords | ||
| bond; slip relationship; plain bar; FEM; ansys program; pull; out test; ANSYS | ||
|
Statistics Article View: 161 PDF Download: 63 |
||