Stress analysis of continuous rigid bridge reinforced by extracorporeal prestressing
- DOI
- 10.2991/978-94-6463-435-8_37How to use a DOI?
- Keywords
- continuous rigid bridge; extracorporeal prestressing; stress analysis; opportunities and challenges
- Abstract
For the force performance of continuous rigid bridge reinforced by in vitro prestressing. Firstly, the structural characteristics of continuous rigid bridge and the principle of in vitro prestressing technology are introduced, and then the basic methods of force analysis are elaborated. Then, the bending capacity of the normal section and the shear capacity of the diagonal section of the extracorporeal prestressing reinforced flexural members are calculated, and key parameters such as the ultimate stress value of the extracorporeal prestressing tendons and the ultimate distance of the steel beams to the edge of the compression zone of the cross-section are analysed. Finally, the problems and challenges in engineering practice are discussed and the future development direction is proposed.
- Copyright
- © 2024 The Author(s)
- Open Access
- Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.
Cite this article
TY - CONF AU - Yongkang Mao AU - Xiaojun Ning AU - Dejun Mao PY - 2024 DA - 2024/06/13 TI - Stress analysis of continuous rigid bridge reinforced by extracorporeal prestressing BT - Proceedings of the 2024 5th International Conference on Civil, Architecture and Disaster Prevention and Control (CADPC 2024) PB - Atlantis Press SP - 332 EP - 342 SN - 2589-4943 UR - https://doi.org/10.2991/978-94-6463-435-8_37 DO - 10.2991/978-94-6463-435-8_37 ID - Mao2024 ER -