在不同的加载方式下,竹填充钢管柱 (BSFST) 的轴向压缩行为
Ze Xing1, Yang Wei1,2, Kang Zhao1
1College of Civil Engineering, Nanjing Forestry University, Nanjing 210037, China.
Materials (Basel, Switzerland)
|August 14, 2025
概括
在钢管中封装竹刀可显著提高其在压缩下的结构性能. 这种复合材料设计提高了承载能力和变形,提供了一个有前途的可持续建筑材料.
科学领域:
- 材料科学 材料科学 材料科学
- 结构工程 结构工程
- 生物质复合材料生物质复合材料
背景情况:
- 竹,一种可持续材料,在压缩下面临分层故障,限制其结构应用.
- 现有的竹结构需要改进,以提高机械性能和耐用性.
研究的目的:
- 为了研究新型竹填充钢管柱的轴向压缩性能.
- 为了评估钢材比率和加载方式对复合体柱的行为的影响.
- 开发这些复合柱的最终应力和应变的预测模型.
主要方法:
- 在18个样本上进行了轴向压缩试验,包括控制的竹柱和复合柱.
- 不同的钢材比率和加载方式 (全截面和核心加载).
- 分析故障模式,承载能力和变形能力.
主要成果:
- 钢管显著提高了竹柱的承载能力和变形能力.
- 最终应力增加了高达19.2%,最终应力增加了高达37.7%,钢材比率更高.
- 核心装载的标本与全截面装载的标本相比显示出更高的性能.
- 失效模式包括剪切和曲; 开发了对最终应力和应变的预测模型.
结论:
- 钢管式柱子充满竹,可以提高结构性能.
- 钢管封闭对于提高竹刀的压力强度和柔性至关重要.
- 开发的预测模型准确地估计了复合体柱的性能,有助于结构设计.
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