The effect of HPFRCC on flexural capacity and ductility of reinforced concrete beams

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.

GHORBANI ALI; Ghorbani amin

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

Journal Paper

Paper Information

Journal: CIVIL AND PROJECT JOURNAL Year:2019 | Volume:1 | Issue:6 Page(s): 34-44

Download Full-Text

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

Persian Verion

View:

468

Download:

Cites:

Information Journal Paper

Title

The effect of HPFRCC on flexural capacity and ductility of reinforced concrete beams

Author(s)

GHORBANI ALI | Ghorbani amin | Issue Writer Certificate

Keywords

HPFRCC

Concrete

bending capacity

Ductility

Abstract

The study was conducted using a laboratory approach in which five full reinforced Concrete beams were subjected to four-point loading tests. One of the beams is selected as a reference sample and the other four beams are reinforced at the lower surfaces of the Concrete beams with a layer of HPFRCC material, and the bending behavior and the Ductility of the beams are compared. The highest plasticity occurs in beams reinforced with HPFRCC 1-2 samples (BH-1 sample) and (BH-2 with a 41% increase over the reference sample) due to the higher ultimate tensile strain of these reinforced materials than conventional Concrete and utility system performance. In samples with 1% fibers an average of 23% increase in flexural capacity and in 3% of fibers an average of 26% increase in flexural capacity.

Cites

No record.

References

No record.

Cite

APA: Copy

GHORBANI, ALI, & Ghorbani, amin. (2019). The effect of HPFRCC on flexural capacity and ductility of reinforced concrete beams. CIVIL AND PROJECT JOURNAL, 1(6 ), 34-44. SID. https://sid.ir/paper/268508/en

Vancouver: Copy

GHORBANI ALI, Ghorbani amin. The effect of HPFRCC on flexural capacity and ductility of reinforced concrete beams. CIVIL AND PROJECT JOURNAL[Internet]. 2019;1(6 ):34-44. Available from: https://sid.ir/paper/268508/en

IEEE: Copy

ALI GHORBANI, and amin Ghorbani, “The effect of HPFRCC on flexural capacity and ductility of reinforced concrete beams,” CIVIL AND PROJECT JOURNAL, vol. 1, no. 6 , pp. 34–44, 2019, [Online]. Available: https://sid.ir/paper/268508/en

Related Journal Papers