Thermal analysis of reinforced concrete deep beams using finite element modeling
Other Title(s)
التحليل الحراري للعتبات الخرسانية المسلحة العميقة باستخدام طريقة العناصر المحددة
Joint Authors
Zuayan, Hind Sad
Farhan, Jamal Abd al-Wahid
Source
Issue
Vol. 24, Issue 4 (30 Apr. 2018), pp.128-146, 19 p.
Publisher
University of Baghdad College of Engineering
Publication Date
2018-04-30
Country of Publication
Iraq
No. of Pages
19
Main Subjects
Engineering & Technology Sciences (Multidisciplinary)
Abstract EN
This research investigates the analysis of reinforced concrete deep beams that is exposed to an elevated temperature using non-linear finite element modeling.
Bending strength and behavior of reinforced concrete deep beams have been discussed.
The thermal analysis uses the finite element method by ANSYS package (Release 11.0) program to model the temperature distribution of R.C.
deep beam exposed to high temperatures.
The results of the thermal analysis models have been compared to the experimental results in the literature.
Good agreement has been observed between the results, where the max difference for bending strength was (18)%, and for deflection, the max difference was (13)%.
American Psychological Association (APA)
Zuayan, Hind Sad& Farhan, Jamal Abd al-Wahid. 2018. Thermal analysis of reinforced concrete deep beams using finite element modeling. Journal of Engineering،Vol. 24, no. 4, pp.128-146.
https://search.emarefa.net/detail/BIM-831828
Modern Language Association (MLA)
Zuayan, Hind Sad& Farhan, Jamal Abd al-Wahid. Thermal analysis of reinforced concrete deep beams using finite element modeling. Journal of Engineering Vol. 24, no. 4 (Apr. 2018), pp.128-146.
https://search.emarefa.net/detail/BIM-831828
American Medical Association (AMA)
Zuayan, Hind Sad& Farhan, Jamal Abd al-Wahid. Thermal analysis of reinforced concrete deep beams using finite element modeling. Journal of Engineering. 2018. Vol. 24, no. 4, pp.128-146.
https://search.emarefa.net/detail/BIM-831828
Data Type
Journal Articles
Language
English
Notes
Includes appendices : p. 136-146
Record ID
BIM-831828