Computational analysis of curved prestressed concrete box-girder bridges using finite element method
Abstract The study employs finite element method to examine the effects of curve angle variations on the behavior of single and double-cell prestressed concrete box-girder bridges. A total of eighty bridge models were examined, featuring a range of curve angles from 0 to 60°, with increments of 12°...
Saved in:
| Main Authors: | Shubhi Ojha, Priyaranjan Pal, P. K. Mehta |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Nature Portfolio
2025-02-01
|
| Series: | Scientific Reports |
| Subjects: | |
| Online Access: | https://doi.org/10.1038/s41598-025-91172-z |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Identification of Mechanical Parameters of Prestressed Box Girder Bridge Based on Falling Weight Deflectometer
by: Yijun Chen, et al.
Published: (2025-06-01) -
Sensitivity analysis and monitoring of control parameters in cantilever casting construction of prestressed concrete continuous girder bridges
by: Jinyang Zhang, et al.
Published: (2025-08-01) -
Experimental Application of the Italian Bridge Guidelines to a Stock of Prestressed Concrete Bridges
by: Andrea Floridia, et al.
Published: (2024-10-01) -
Prestressing Concrete Structures with CFRP Composite Tendons
by: Katarzyna RYNGIER, et al.
Published: (2015-09-01) -
Research Status of Structural Optimization Design, Materials, and Prestressing Techniques for PC Small Box Beams: A Review of Research Progress
by: Fangyuan Li, et al.
Published: (2025-03-01)