Proceedings of the 2024 7th International Symposium on Traffic Transportation and Civil Architecture (ISTTCA 2024)

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Experimental Study on the Shear Strength Parallel to the Fibers of Original Bamboo

Authors
Huafeng Zhou1, *
1School of Civil Engineering, Chongqing University, Chongqing, 400045, China
*Corresponding author. Email: Huafengzhou@cqu.edu.cn
Corresponding Author
Huafeng Zhou
Available Online 28 September 2024.
DOI
10.2991/978-94-6463-514-0_32How to use a DOI?
Keywords
original bamboo; shear strength; experimental study; statistical analysis
Abstract

Bamboo is a natural material with excellent mechanical properties and environmental benefits. It is susceptible to longitudinal splitting, which can be attributed primarily to its shear behavior parallel to the fibers. However, there is a lack of statistical assessment of the shear stre3ngth. In this study, 124 bamboo tubes were subjected to bowtie tests to determine the shear strength parallel to the fibers of original bamboo. In addition, the distribution, standard value, and design value of shear strength were investigated through statistical analysis. The results indicate that there is no statistically significant difference in shear strength between internode specimens and node specimens, with an average of 17.17 MPa and 17.48 MPa, respectively. The Normal distribution and Log-normal distribution are found to be more suitable for fitting the actual shear strength distribution, while the Weibull distribution exhibits a poor fitting effect. Moreover, the non-parametric method and reliability analysis yield standard and design values of shear strength of 14.91 and 9.47 MPa, respectively.

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.

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Volume Title
Proceedings of the 2024 7th International Symposium on Traffic Transportation and Civil Architecture (ISTTCA 2024)
Series
Advances in Engineering Research
Publication Date
28 September 2024
ISBN
978-94-6463-514-0
ISSN
2352-5401
DOI
10.2991/978-94-6463-514-0_32How to use a DOI?
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

risenwbib
TY  - CONF
AU  - Huafeng Zhou
PY  - 2024
DA  - 2024/09/28
TI  - Experimental Study on the Shear Strength Parallel to the Fibers of Original Bamboo
BT  - Proceedings of the 2024 7th International Symposium on Traffic Transportation and Civil Architecture (ISTTCA 2024)
PB  - Atlantis Press
SP  - 304
EP  - 310
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-514-0_32
DO  - 10.2991/978-94-6463-514-0_32
ID  - Zhou2024
ER  -