EFFECT OF CONNECTION’S TYPE ON THE TRANSFERRING OF DEAD AND LIVE LOADS FOR PRESTRESSED CONCRETE BRIDGES

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.

SHARIF MANSOUR; RAHAI ALIREZA; HEDJAZI SAMAN

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

Journal Paper

Paper Information

Journal: AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR) Year:2013 | Volume:44 | Issue:2 Page(s): 0-0

Download Full-Text

Persian Verion

View:

1,293

Download:

Cites:

Information Journal Paper

Title

EFFECT OF CONNECTION’S TYPE ON THE TRANSFERRING OF DEAD AND LIVE LOADS FOR PRESTRESSED CONCRETE BRIDGES

Author(s)

SHARIF MANSOUR | RAHAI ALIREZA | HEDJAZI SAMAN | Issue Writer Certificate

Keywords

NEOPRENEQ3

SIMPLE CONNECTIONQ3

SEMI RIGID CONNECTIONQ3

CONTINUOUS CONNECTIONQ3

Abstract

On recent fifty years, using pre-stressed concrete for construction of continuous bridges with constant or variable cross section has a large spread. One of important objects in design is the way of connecting deck to piers that is done mostly by means of bearings. In the case of using NEOPRENE bearings, There are three kinds of deck-pier connection, Simple, semi-rigid and rigid connections. Desired performance against environmental conditions, possibility of sliding, and finite movement of deck are of important properties for NEOPRENE bearings. Bearing lines’ number and the effect of connection construction in load transferring, stress distribution in bridge piers and the ratio of bending moment to axial force transferred, are surveying in this research. Models, contain four spans continuous pre-stressed concrete bridges with various span lengths, and are analyzed by Finite Element Method and using ABAQUS analyzer. After analysis performance, models with different kinds of connection are compared. With assuming smeared crack performance for concrete, elastic for NEOPRENE and elastic-prefect plastic for steel, analysis is done and for each model, load transfer is surveyed. Results of analysis show the effective role of distance variation of two rows of bearings, in comparison with their thickness effect. In addition, analysis results insist on optimum design for bearings, to have a safe and controlled load transfer.

Cites

No record.

References

No record.

Cite

APA: Copy

SHARIF, MANSOUR, RAHAI, ALIREZA, & HEDJAZI, SAMAN. (2013). EFFECT OF CONNECTION’S TYPE ON THE TRANSFERRING OF DEAD AND LIVE LOADS FOR PRESTRESSED CONCRETE BRIDGES. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), 44(2), 0-0. SID. https://sid.ir/paper/165632/en

Vancouver: Copy

SHARIF MANSOUR, RAHAI ALIREZA, HEDJAZI SAMAN. EFFECT OF CONNECTION’S TYPE ON THE TRANSFERRING OF DEAD AND LIVE LOADS FOR PRESTRESSED CONCRETE BRIDGES. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR)[Internet]. 2013;44(2):0-0. Available from: https://sid.ir/paper/165632/en

IEEE: Copy

MANSOUR SHARIF, ALIREZA RAHAI, and SAMAN HEDJAZI, “EFFECT OF CONNECTION’S TYPE ON THE TRANSFERRING OF DEAD AND LIVE LOADS FOR PRESTRESSED CONCRETE BRIDGES,” AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), vol. 44, no. 2, pp. 0–0, 2013, [Online]. Available: https://sid.ir/paper/165632/en

Related Journal Papers