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Theoretical Analysis on Deflection and Bearing Capacity of Prestressed Bamboo-Steel Composite Beams

by Qifeng Shan1,2, Ming Mao2, Yushun Li3,*

1 School of Civil Engineering, Zhejiang Industry Polytechnic College, Shaoxing, 312000, China
2 School of Civil & Environmental Engineering and Geography Science, Ningbo University, Ningbo, 315211, China
3 College of Civil Engineering and Architecture, Qingdao Agricultural University, Qingdao, 266109, China

* Corresponding Author: Yushun Li. Email: email

Journal of Renewable Materials 2024, 12(1), 149-166. https://doi.org/10.32604/jrm.2023.029445

Abstract

A theoretical analysis of upward deflection and midspan deflection of prestressed bamboo-steel composite beams is presented in this study. The deflection analysis considers the influences of interface slippage and shear deformation. Furthermore, the calculation model for flexural capacity is proposed considering the two stages of loading. The theoretical results are verified with 8 specimens considering different prestressed load levels, load schemes, and prestress schemes. The results indicate that the proposed theoretical analysis provides a feasible prediction of the deflection and bearing capacity of bamboo-steel composite beams. For deflection analysis, the method considering the slippage and shear deformation provides better accuracy. The theoretical method for bearing capacity matches well with the test results, and the relative errors in the serviceability limit state and ultimate limit state are 4.95% and 5.85%, respectively, which meet the accuracy requirements of the engineered application.

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APA Style
Shan, Q., Mao, M., Li, Y. (2024). Theoretical analysis on deflection and bearing capacity of prestressed bamboo-steel composite beams. Journal of Renewable Materials, 12(1), 149-166. https://doi.org/10.32604/jrm.2023.029445
Vancouver Style
Shan Q, Mao M, Li Y. Theoretical analysis on deflection and bearing capacity of prestressed bamboo-steel composite beams. J Renew Mater. 2024;12(1):149-166 https://doi.org/10.32604/jrm.2023.029445
IEEE Style
Q. Shan, M. Mao, and Y. Li, “Theoretical Analysis on Deflection and Bearing Capacity of Prestressed Bamboo-Steel Composite Beams,” J. Renew. Mater., vol. 12, no. 1, pp. 149-166, 2024. https://doi.org/10.32604/jrm.2023.029445



cc Copyright © 2024 The Author(s). Published by Tech Science Press.
This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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