FINITE ELEMENT AND EXPERIMENTAL MODELING OF PRESTRESSED SCC-T-BRIDGE GIRDERS LOADED BASED ON THE IRANIAN BRIDGE CODE OF PRACTICE

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.

MAGHSOUDI A.A.; FARAHBAKHSH M.; TORKAMANZADE M.

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

Journal Paper

Paper Information

Journal: ASAS Year:2009 | Volume:11 | Issue:24 Page(s): 6-13

Download Full-Text

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

Persian Verion

View:

1,349

Download:

Cites:

Information Journal Paper

Title

FINITE ELEMENT AND EXPERIMENTAL MODELING OF PRESTRESSED SCC-T-BRIDGE GIRDERS LOADED BASED ON THE IRANIAN BRIDGE CODE OF PRACTICE

Author(s)

MAGHSOUDI A.A. | FARAHBAKHSH M. | TORKAMANZADE M. | Issue Writer Certificate

Keywords

Not Registered.

Abstract

In recent years, bridge construction had become more important in Iran. Researches pay more attention to reinforced concrete bridge that usually built as thin walled prestressed or post tension concrete. To keep the prestressed force and reduce the amount of losses as much as possible, it is possible to use high strength concrete. For majority of cases in thin walled concrete sections, the congestion of steel rebars is the main vibration of concrete. Nowadays using Self Compacting Concrete, SCC is a new type of concrete which doesn't need any vibration; it will compact under its own weight and follow easily in steel congestion area. This technology causes the fundamental revolution on construction of prestressed concrete structures.This research show the comparison between laboratory results of loading Prestressed SCC-T-Beams of 9m length (loading accordance to the Iranian bridge code of practice) and results of finite element modeling on flexure, shear and ductility. It was concluded that a good agreement is available between two methods.

Cites

No record.

References

Cite

APA: Copy

MAGHSOUDI, A.A., FARAHBAKHSH, M., & TORKAMANZADE, M.. (2009). FINITE ELEMENT AND EXPERIMENTAL MODELING OF PRESTRESSED SCC-T-BRIDGE GIRDERS LOADED BASED ON THE IRANIAN BRIDGE CODE OF PRACTICE. ASAS, 11(24), 6-13. SID. https://sid.ir/paper/226868/en

Vancouver: Copy

MAGHSOUDI A.A., FARAHBAKHSH M., TORKAMANZADE M.. FINITE ELEMENT AND EXPERIMENTAL MODELING OF PRESTRESSED SCC-T-BRIDGE GIRDERS LOADED BASED ON THE IRANIAN BRIDGE CODE OF PRACTICE. ASAS[Internet]. 2009;11(24):6-13. Available from: https://sid.ir/paper/226868/en

IEEE: Copy

A.A. MAGHSOUDI, M. FARAHBAKHSH, and M. TORKAMANZADE, “FINITE ELEMENT AND EXPERIMENTAL MODELING OF PRESTRESSED SCC-T-BRIDGE GIRDERS LOADED BASED ON THE IRANIAN BRIDGE CODE OF PRACTICE,” ASAS, vol. 11, no. 24, pp. 6–13, 2009, [Online]. Available: https://sid.ir/paper/226868/en

Related Journal Papers