Issue |
E3S Web Conf.
Volume 165, 2020
2020 2nd International Conference on Civil Architecture and Energy Science (CAES 2020)
|
|
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Article Number | 04015 | |
Number of page(s) | 5 | |
Section | Civil, Architectural Engineering | |
DOI | https://doi.org/10.1051/e3sconf/202016504015 | |
Published online | 01 May 2020 |
Experimental Test on Bridge Reinforcement by Enlarging Section-Prestress Method
1 Shenzhen Tagen <Group> Co., Ltd,. 518034 Shenzhen, China
2 Shenzhen Yuetong Construction Engineering Co., Ltd,. 518019 Shenzhen, China
3 Shenzhen Tagen Engineering Technology Co., Ltd, 518034 Shenzhen, China
* Corresponding author: li_jia@tju.edu.cn
This paper proposes the method of enlarging section combined with prestressed tendon (Enlarging Section-Prestress Method), which has the advantages of both increasing section and external prestressing, such as reducing section height, the prestressing tendon do not rust easily, and the appearance is beautiful. Model tests were carried out, two rectangular beam models with the same section and length were made, one was reinforced by Enlarging Section-Prestress Method, and no reinforced action was taken as a control. Two points of concentrated load were applied to the model beams, and the two tests were compared in terms of deflection-load characteristics and crack development. The experimental results show that the Enlarging Section-Prestress Method is effective, which improved the ultimate bearing capacity of the beam obviously, and reduced the deflection of the trabecular beam.
© The Authors, published by EDP Sciences, 2020
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