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Cyclic torsion behavior of prestressed concrete beams
Joint Authors
Mahmud, Akram Shakir
Ali, Zahra Ameed
Source
Anbar Journal for Engineering Sciences
Issue
Vol. 7, Issue 3 (31 Dec. 2018), pp.233-244, 12 p.
Publisher
University of Anbar College of Engineering
Publication Date
2018-12-31
Country of Publication
Iraq
No. of Pages
12
Main Subjects
Abstract EN
The nonlinear finite element analysis has become an important tool, for the structural design and assessment of prestressed reinforced concrete members.
However, design and assessment of torsion are still done with simplified analytical or empirical design methods.
This paper presents results from a numerical analysis using the ANSYS finite element program to simulate a prestressed concrete beams subjected to static and cyclic torque.
The eight- node brick elements SOLID65 are used for the idealization of concrete while the reinforcements are idealized by using 3D spar element LINK8.
The steel plates are idealized by using three dimensional solid elements SOLID45.
The results showed that the general behavior of the finite element models represented by torque- twist angle relationships show good agreement with the experimental results from the Abdullah's beams.
American Psychological Association (APA)
Mahmud, Akram Shakir& Ali, Zahra Ameed. 2018. Cyclic torsion behavior of prestressed concrete beams. Anbar Journal for Engineering Sciences،Vol. 7, no. 3, pp.233-244.
https://search.emarefa.net/detail/BIM-938179
Modern Language Association (MLA)
Mahmud, Akram Shakir& Ali, Zahra Ameed. Cyclic torsion behavior of prestressed concrete beams. Anbar Journal for Engineering Sciences Vol. 7, no. 3 (2018), pp.233-244.
https://search.emarefa.net/detail/BIM-938179
American Medical Association (AMA)
Mahmud, Akram Shakir& Ali, Zahra Ameed. Cyclic torsion behavior of prestressed concrete beams. Anbar Journal for Engineering Sciences. 2018. Vol. 7, no. 3, pp.233-244.
https://search.emarefa.net/detail/BIM-938179
Data Type
Journal Articles
Language
English
Notes
Record ID
BIM-938179