Open Access

ARTICLE

Experimental Study on the Axial Compression Performance of Bamboo Scrimber Columns Embedded with Steel Reinforcing Bars

Xueyan Lin^1,#, Mingtao Wu^2,#, Guodong Li^1,*, Nan Guo³, Lidan Mei¹

1 College of Civil Engineering and Transportation, Northeast Forestry University, Harbin, 150000, China
2 Department of Building Engineering, College of Civil Engineering, Tongji University, Shanghai, 200092, China
3 College of Transportation and Civil Engineering, Fujian Agriculture and Forestry University, Fuzhou, 350002, China

* Corresponding Author: Guodong Li. Email:
# Xueyan Lin and Mingtao Wu made the same contributions to this paper, they are co-first authors

Structural Durability & Health Monitoring 2024, 18(6), 805-833. https://doi.org/10.32604/sdhm.2024.051033

Received 26 February 2024; Accepted 13 May 2024; Issue published 20 September 2024

Abstract

In this paper, a new type of bamboo scrimber column embedded with steel bars (rebars) was proposed, and the compression performance was improved by pre-embedding rebars during the preparation of the columns. The effects of the slenderness ratio and the reinforcement ratio on the axial compression performance of reinforced bamboo scrimber columns were studied by axial compression tests on 28 specimens. The results showed that the increase in the slenderness ratio had a significant negative effect on the axial compression performance of the columns. When the slenderness ratio increased from 19.63 to 51.96, the failure mode changed from strength failure to buckling failure, and the maximum bearing capacity decreased by 43.03%. The axial compression performance of the reinforced bamboo scrimber columns did not significantly improve at a slenderness ratio of 19.63, but the opposite was true at slenderness ratios of 36.95 and 51.96. When the reinforcement ratio increased from 0% to 4.52%, the bearing capacity of those with a slenderness ratio of 51.96 increased by up to 16.99%, and the stiffness and ductility were also improved. Finally, based on existing specifications, two modification parameters, the overall elastic modulus Ec and the combined strength fcc, were introduced to establish a calculation method for the bearing capacity of the reinforced bamboo scrimber columns. The calculation results were compared with the test results, and the results showed that the proposed calculation models can more accurately predict the bearing capacity.

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Keywords

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