Nonlinear finite element modeling of shear behavior of concrete deep beams reinforced with internal glass fiber-reinforced polymer bars by ansys
Other Title(s)
نمذجة العناصر المحدودة غير الخطية لسلوك القص لعوارض الخرسانية العميقة المقواة بقضبان البوليمر المقوى بالألياف الزجاجية الداخلية بواسطة Ansys
Joint Authors
Rafiq, Sirwan Khurshid
Aziz, Zana Abd Allah
Muhammad, Shuayb Abd Allah
Source
Sulaimani Journal for Engineering Sciences
Issue
Vol. 9, Issue 1 (31 May. 2022), pp.10-24, 15 p.
Publisher
University of Sulaimani Collage of Engineering
Publication Date
2022-05-31
Country of Publication
Iraq
No. of Pages
15
Main Subjects
Topics
Abstract EN
The purpose of this paper is to numerically trace the behavior of concrete deep beams reinforced with internal Glass Fiber-Reinforced Polymer (GFRP) bars and containing no web reinforcement by using ANSYS program.
For this purpose, a finite element model is used for concrete deep beams that previously examined in an experimental study and its predicted failure loads were compared with the actual failure loads.
The results of the finite element model were in a good agreement with observations from the experimental study.
The comparisons showed that the used model has the ability to capture the shear behavior, as well as load-deflection response and crack patterns of deep beams reinforced with internal GFRP bars in the entire range of loading.
The paper is also covered a parametric study on shear span-to-depth (a/d) ratio, GFRP reinforcement ratio and concrete compressive strength which they usually have high impacts on the behavior of fiber-reinforced concrete beams.
The results of the parametric study showed that the ultimate failure load of beams reinforced with GFRP bars was higher than that of steel-reinforced concrete beams.
The maximum failure load was observed to decrease by decreasing the a/d ratio.
The stiffness and ductility of the beams were increasing by increasing the reinforcement ratio.
American Psychological Association (APA)
Rafiq, Sirwan Khurshid& Muhammad, Shuayb Abd Allah& Aziz, Zana Abd Allah. 2022. Nonlinear finite element modeling of shear behavior of concrete deep beams reinforced with internal glass fiber-reinforced polymer bars by ansys. Sulaimani Journal for Engineering Sciences،Vol. 9, no. 1, pp.10-24.
https://search.emarefa.net/detail/BIM-1400744
Modern Language Association (MLA)
Rafiq, Sirwan Khurshid…[et al.]. Nonlinear finite element modeling of shear behavior of concrete deep beams reinforced with internal glass fiber-reinforced polymer bars by ansys. Sulaimani Journal for Engineering Sciences Vol. 9, no. 1 (May. 2022), pp.10-24.
https://search.emarefa.net/detail/BIM-1400744
American Medical Association (AMA)
Rafiq, Sirwan Khurshid& Muhammad, Shuayb Abd Allah& Aziz, Zana Abd Allah. Nonlinear finite element modeling of shear behavior of concrete deep beams reinforced with internal glass fiber-reinforced polymer bars by ansys. Sulaimani Journal for Engineering Sciences. 2022. Vol. 9, no. 1, pp.10-24.
https://search.emarefa.net/detail/BIM-1400744
Data Type
Journal Articles
Language
English
Notes
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Record ID
BIM-1400744