ANALYTICAL STUDY ON FLEXURAL BEHAVIOUR OF FIBER AND STEEL 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.

BARID REZAEE M.; JANDAGHI ALAEE F.; BROUMAND P.

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

Journal Paper

Paper Information

Journal: JOURNAL OF SOLID AND FLUID MECHANICS Year:2017 | Volume:7 | Issue:3 Page(s): 113-131

Download Full-Text

Persian Verion

View:

1,157

Download:

Cites:

Information Journal Paper

Title

ANALYTICAL STUDY ON FLEXURAL BEHAVIOUR OF FIBER AND STEEL REINFORCED CONCRETE BEAMS

Author(s)

BARID REZAEE M. | JANDAGHI ALAEE F. | BROUMAND P. | Issue Writer Certificate

Keywords

FIBER REINFORCED CONCRETEQ3

HYBRID REINFORCED CONCRETEQ1

FLEXUREQ2

MOMENT- CURVATURE DIAGRAMQ1

Abstract

Hybrid Reinforced Concrete (HRC) is a composite material with a combination of rebars and fibers to reinforce concrete. In this study, the behavior of HRC beams under FLEXURE is studied. To model HRC, steel and concrete under compression were assumed to be elastic-perfectly plastic. For concrete under tension, a three-linear model including elastic zone, transition zone, and residual tensile strength zone were used. Analytical relations to determine the depth of neutral axis and moment-curvature diagram at each level of loading were studied. In order to verify the model, the results obtained from the model were compared with those of published papers. It was realized that the relations obtained from this study, can predict the behavior of FIBER REINFORCED CONCRETE (without rebar reinforcement), HRC, and traditional Reinforced Concrete under FLEXURE with good accuracy. The proposed model, could predict the maximum load carrying capacity of HRC beams with an accuracy of more than 93% compared to experimental results. Taking into account the mentioned assumptions and proposed procedure it was found that the model is capable of predicting the behavior of all types of cement based composites: materials with strain- hardening, strain- softening, deflection- hardening and deflection- softening behavior.

Cites

No record.

References

No record.

Cite

APA: Copy

BARID REZAEE, M., JANDAGHI ALAEE, F., & BROUMAND, P.. (2017). ANALYTICAL STUDY ON FLEXURAL BEHAVIOUR OF FIBER AND STEEL REINFORCED CONCRETE BEAMS. JOURNAL OF SOLID AND FLUID MECHANICS, 7(3 ), 113-131. SID. https://sid.ir/paper/212818/en

Vancouver: Copy

BARID REZAEE M., JANDAGHI ALAEE F., BROUMAND P.. ANALYTICAL STUDY ON FLEXURAL BEHAVIOUR OF FIBER AND STEEL REINFORCED CONCRETE BEAMS. JOURNAL OF SOLID AND FLUID MECHANICS[Internet]. 2017;7(3 ):113-131. Available from: https://sid.ir/paper/212818/en

IEEE: Copy

M. BARID REZAEE, F. JANDAGHI ALAEE, and P. BROUMAND, “ANALYTICAL STUDY ON FLEXURAL BEHAVIOUR OF FIBER AND STEEL REINFORCED CONCRETE BEAMS,” JOURNAL OF SOLID AND FLUID MECHANICS, vol. 7, no. 3 , pp. 113–131, 2017, [Online]. Available: https://sid.ir/paper/212818/en

Related Journal Papers