Failure Analysis of I-PSC Girders during Prestressing Operations: Insights from Experimental Investigation

Authors

  • Menka, Sumesh Jain

Keywords:

I-PSC girders, wedge system, wire performance, stressing, failure analysis, hogging, anchorage system performance, structural health monitoring; maintenance and inspection;

Abstract

Prestressed concrete (PC) girders, particularly I-shaped prestressed concrete (I-PSC) girders,have been widely used in the construction of bridges and other large-scale structures due to their excellent structural performance,

References

American Association of State Highway and Transportation Officials (AASHTO). (2020).

LRFD Bridge Design Specifications, 9th Edition. Washington, DC.

Bhagat, U., Landge, S., Bhaisare, S., Prakash, V., and Khedikar, I.P. (2018). Analysis and Design of Pre-stressed Concrete I-Girder Bridge. International Research Journal of Engineering and Technology, 5(5), pp.45-67.

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Published

2024-06-10

How to Cite

Menka, Sumesh Jain. (2024). Failure Analysis of I-PSC Girders during Prestressing Operations: Insights from Experimental Investigation. Journal of Computational Analysis and Applications (JoCAAA), 33(06), 1913–1925. Retrieved from https://eudoxuspress.com/index.php/pub/article/view/2774

Issue

Vol. 33 No. 06 (2024): JOCAAA

Section

Articles

License

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.