Size Influence of Laminated Bamboo on Tensile Mechanical Properties with the Consideration of Density

被引:0
|
作者
Li, Jiannan [1 ]
Singh, Amardeep [1 ,2 ]
Sharma, Rahul [3 ]
Yu, Xinchen [4 ]
Zhou, Junwen [1 ]
Ge, Pei [1 ]
Yang, Shulan [1 ]
机构
[1] Changzhou Inst Technol, Sch Civil Engn & Architecture, Changzhou 213032, Peoples R China
[2] Western Sydney Univ, Sch Engn Design & Built Environm, Sydney, NSW 2751, Australia
[3] Shri Mata Vaishno Devi Univ, Sch Civil Engn, Katra 182320, India
[4] Hong Kong Huayi Design Consultants Shenzhen Ltd, Shenzhen 518000, Peoples R China
关键词
laminated bamboo; tensile property; size effect; density influence; strength-modulus relationship; STRENGTH; BEHAVIOR; LUMBER;
D O I
10.3390/ma18020238
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
Laminated bamboo (LB), as a novel eco-friendly composite material with a high strength-to-weight ratio, has garnered increasing interest. However, there is a gap in comprehending the impact of size on the tensile properties of LB, particularly tensile strength and modulus. In contrast with conventional materials such as concrete and wood, which have specified specimen sizes and size effect factors to address performance variances linked to size, LB lacks such standards and references. To address this, seven groups of LB specimens of varying sizes were developed and tested to examine the impact of length, thickness, and sectional area on failure mechanisms and fundamental features, including density considerations. The findings demonstrate that size does not significantly influence the failure mode. Length exerts a smaller influence than thickness. When specimens are scaled up by a factor of two, tensile strength and modulus diminish to 82.86% and 88.38% of their initial values, respectively. Density significantly influences the relationships of tensile strength, modulus, and size effects. Consequently, size effect models incorporating both specific properties and the density-property relationship were developed.
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页数:20
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