Investigation of Short-Term Deflection in Reinforced Concrete Beams with FRP Bars

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

KHEYRODDIN A.; MALEKI F.

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: Ferdowsi Civil Engineering Year:2019 | Volume:31 | Issue:4 Page(s): 113-130

Download Full-Text

Persian Verion

View:

952

Download:

Cites:

Information Journal Paper

Title

Investigation of Short-Term Deflection in Reinforced Concrete Beams with FRP Bars

Author(s)

KHEYRODDIN A. | MALEKI F. | Issue Writer Certificate

Keywords

Reinforced Concrete BeamQ2

Finite Element MethodQ1

FRP BarQ1

DeflectionQ1

Abstract

One of the most important factors affecting the serviceability of structures is the Deflection of concrete members. In this paper, short-term Deflection of reinforced concrete (RC) beams with FRP and steel bars were studied by modeling in ABAQUS software. For different types of steel and FRP Bars, twelve RC beams have been analyzed and the effective moment of inertia and Deflection of the results were compared with the ACI 440. 1R-15 and proposed equations. After analysis, it was found that to prevent sudden failure of RC beams with FRP Bars, it is better to design a concrete beam with over reinforced sections. According to load-Deflection curves of RC with FRP Bars, the use of carbon FRP (CFRP) bars are the suitable alternative for steel bars in the corrosive environment. It is concluded that the use of Bischoff-Scanlon, and Bischoff-Gross equations in RC beams with glass FRP (GFRP) and aramid FRP (AFRP) with the error of less than 2% and 10%, respectively, are appropriate for determining Deflection in these beams. Results indicate that any of the proposed relations for all different types of FRP rebar does not provide satisfactory results and in terms of used reinforcement special equations should be used.

Cites

No record.

References

No record.

Cite

APA: Copy

KHEYRODDIN, A., & MALEKI, F.. (2019). Investigation of Short-Term Deflection in Reinforced Concrete Beams with FRP Bars. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), 31(4 ), 113-130. SID. https://sid.ir/paper/196016/en

Vancouver: Copy

KHEYRODDIN A., MALEKI F.. Investigation of Short-Term Deflection in Reinforced Concrete Beams with FRP Bars. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING)[Internet]. 2019;31(4 ):113-130. Available from: https://sid.ir/paper/196016/en

IEEE: Copy

A. KHEYRODDIN, and F. MALEKI, “Investigation of Short-Term Deflection in Reinforced Concrete Beams with FRP Bars,” JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), vol. 31, no. 4 , pp. 113–130, 2019, [Online]. Available: https://sid.ir/paper/196016/en

Related Journal Papers