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

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

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

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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

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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.

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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

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