竹子
材料科学
复合材料
梁(结构)
变形(气象学)
承载力
对角线的
结构工程
剪切(地质)
钢筋混凝土
塑性铰链
有限元法
几何学
数学
工程类
作者
Binhao Liu,Wenyuan Liao,Tianyu Zhang,Yue Yu,Bihui Dai,Dewen Liu,Shaozhi Chen,Bingjin Li
出处
期刊:Forests
[MDPI AG]
日期:2024-10-11
卷期号:15 (10): 1787-1787
被引量:2
摘要
Bamboo beams are often reinforced with built-in steel sections to enhance their strength and load-bearing capacity. In this paper, we studied the effect of different parameters, including the location of the hole, the hole size, and the thicknesses of the steel and bamboo, on the mechanical properties of reinforced beams. The damage patterns, deformation characteristics, and force-transfer mechanisms, as well as the mechanical properties of reinforced beams with different hole shapes, underwent non-linear finite element analysis. The damage sustained by the reinforced bamboo beam differed from that of the traditional bamboo beam; two diagonal points formed a plastic hinge, mainly during the process of shear damage to the hole. It was determined that the hole size and the thickness of the bamboo have the greatest influence on the mechanical properties of the reinforced beam. The damage characteristics of the composited beams with different holes are similar; the bearing capacity of reinforced beams with open square holes is reduced by 10%–25%compared with circular holes.
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