在压力负载下对交叉形的CFST柱的有限元分析和承载能力计算
Mingjian Yang1, Desun Yu1, Qirong Qiu2
1Jiujiang Vocational and Technical College, Jiujiang, 332007, China.
Heliyon
|May 1, 2024
概括
这项研究分析了十字形混凝土填充钢管柱 (CFST),发现更高的钢含量和混凝土强度增加了承载能力. 离心率和细度比率降低了容量,并开发了实用的设计方程.
科学领域:
- 结构工程 结构工程
- 材料科学 材料科学 材料科学
背景情况:
- 混凝土填充的钢管柱 (CFST) 在建筑中被广泛使用.
- 交叉形的CFST柱提供了独特的结构优势.
- 了解它们在各种条件下的承载能力对于安全设计至关重要.
研究的目的:
- 为了研究在轴向和偏心压缩下交叉形的CFST柱的负载能力.
- 分析关键参数对最终承载能力的影响.
- 开发这些列的实际设计方程.
主要方法:
- 使用ABAQUS软件进行有限元分析.
- 模拟了32个标本,其中6个采用测量数据,26个采用各种参数.
- 异心率,细度比率,钢比率,混凝土强度和钢强度的系统变化.
主要成果:
- 异常度和细度比率的增加导致最终容量下降.
- 更高的钢材含量,混凝土强度和钢材承强度提高了承载能力.
- 管道钢的弹性显著提高了承载能力.
结论:
- 设计参数,如离心率,细度,钢材含量和材料强度,极大地影响了十字形CFST柱体容量.
- 开发了基于受限混凝土理论的实用设计方程.
- 开发的方程适用于现实世界的工程应用.
相关概念视频
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