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

作　　者：Xueyan Lin Mingtao Wu Guodong Li Nan Guo Lidan Mei 

机构地区：[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

出　　处：《Structural Durability & Health Monitoring》2024年第6期805-833,共29页结构耐久性与健康监测（英文）

基　　金：supported by the Resources Industry Science and Technology Innovation Joint Funding Project of Nanping City(N2021Z007);the Innovation Foundation for Doctoral Program of Forestry Engineering of Northeast Forestry University(LYGC202119).

摘　　要：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.

关 键 词：Bamboo scrimber column steel bar axial compression performance theoretical model 

分 类 号：TU37[建筑科学—结构工程]