Size Effect on the Compressive Strength of Laminated Bamboo Lumber

被引:25
|
作者
Zhang, Han [1 ]
Li, Haitao [1 ,2 ]
Hong, Chaokun [1 ]
Xiong, Zhenhua [3 ]
Lorenzo, Rodolfo [4 ]
Corbi, Ileana [5 ]
Corbi, Ottavia [5 ]
机构
[1] Nanjing Forestry Univ, Coll Civil Engn, Nanjing 210037, Peoples R China
[2] Nanjing Forestry Univ, Joint Int Res Lab Biocomposite Bldg Mat & Structu, Nanjing 210037, Peoples R China
[3] Ganzhou Sentai Bamboo Co Ltd, North Area Ind Pk, Shangyou 341001, Ganzhou, Peoples R China
[4] UCL, Dept Civil Environm & Geomat Engn, London WC1E 6BT, England
[5] Univ Naples Federico II, Dept Struct Engn & Architecture, Via Claudio 21, I-80133 Naples, Italy
基金
中国国家自然科学基金;
关键词
Laminated bamboo lumber; Compressive strength; Size effect; Stress-strain model; MECHANICAL-PROPERTIES; GUADUA-ANGUSTIFOLIA; TENSILE-STRENGTH; WEIBULL ANALYSIS; PERFORMANCE; COMPOSITE; PARALLEL; BEHAVIOR; SHEAR; WOOD;
D O I
10.1061/(ASCE)MT.1943-5533.0003776
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The size effect on the axial compressive performance of laminated bamboo lumber is studied through compression tests on three groups of short columns with different heights and section sizes. The failure modes, bearing capacity, strain distribution, and deformation capacity were analyzed. Based on the test results, three groups of stress-strain models of laminated bamboo lumber with different sizes are presented. The simulated results were in good agreement with the test results. The slope method and the parameter method were used to calculate the size effect coefficient and the results showed that the linear regression parameter analysis method is more efficient for analyzing the size effect. It is concluded that the size effect coefficients of compressive strength, ultimate load, elastic modulus, ductility, and compressibility are 0.043 (1/23.26), 0.6676 (1/1.52), 0.064 (1/15.63), 0.0529 (1/18.90), and 0.133 (1/7.52), respectively. (C) 2021 American Society of Civil Engineers.
引用
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页数:12
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