Analytical Solutions for the Flexural Behavior of Metal Beams Strengthened with Prestressed Unbonded CFRP Plates

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.

Kianmofrad f.; Ghafoori e.; MOTAVALLI M.; RAHIMIAN M.

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

Journal Paper

Paper Information

Journal: Civil Engineering Infrastructures Journal Year:2018 | Volume:51 | Issue:1 Page(s): 101-118

Download Full-Text

View:

184

Download:

112

Cites:

Information Journal Paper

Title

Analytical Solutions for the Flexural Behavior of Metal Beams Strengthened with Prestressed Unbonded CFRP Plates

Author(s)

Kianmofrad f. | Ghafoori e. | MOTAVALLI M. | RAHIMIAN M. | Issue Writer Certificate

Keywords

Bridges

Energy Method

Flexibility Method

Metallic Beams

Prestressed CFRP Laminates

Strengthening

Abstract

Trapezoidal prestressed unbonded retrofit (TPUR) systems have been recently developed and tested. The authors have already developed a comprehensive and accurate analytical solution for the TPUR system that takes many system parameters into account. The main aim of this paper is to develop a simplified analytical solution for predicting the behavior of metal beams that have been strengthened with the TPUR system. The developed analysis method can be useful to engineers because of its simplicity. An energy approach based on Castigliano’ s theorems is used to study the flexural behavior of a steel beam retrofitted with the TPUR system. A parametric study was performed and the comparative results showed that the results using Castigliano’ s first theorem are in agreement with the results using the flexibility approach.

Multimedia

No record.

Cites

No record.

References

No record.

Cite

APA: Copy

Kianmofrad, f., Ghafoori, e., MOTAVALLI, M., & RAHIMIAN, M.. (2018). Analytical Solutions for the Flexural Behavior of Metal Beams Strengthened with Prestressed Unbonded CFRP Plates. CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING), 51(1), 101-118. SID. https://sid.ir/paper/732192/en

Vancouver: Copy

Kianmofrad f., Ghafoori e., MOTAVALLI M., RAHIMIAN M.. Analytical Solutions for the Flexural Behavior of Metal Beams Strengthened with Prestressed Unbonded CFRP Plates. CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING)[Internet]. 2018;51(1):101-118. Available from: https://sid.ir/paper/732192/en

IEEE: Copy

f. Kianmofrad, e. Ghafoori, M. MOTAVALLI, and M. RAHIMIAN, “Analytical Solutions for the Flexural Behavior of Metal Beams Strengthened with Prestressed Unbonded CFRP Plates,” CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING), vol. 51, no. 1, pp. 101–118, 2018, [Online]. Available: https://sid.ir/paper/732192/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops