研究混凝土填充的合金管的粘合行为
Fang-Ling Liu1, Jing-Xuan Wang2,3, Shan Gao4
1School of Civil Engineering, Lanzhou University of Technology, Lanzhou, 730050, People's Republic of China.
Scientific reports
|March 11, 2025
概括
这项研究研究了混凝土填充的合金管 (CFAT) 柱子,发现更大的截面大小降低了结合强度. 为CFAT结构开发了一种新的债券滑坡模型和有限元分析方法.
科学领域:
- 结构工程 结构工程
- 材料科学 材料科学 材料科学
- 土木工程 土木工程是指土木工程.
背景情况:
- 合金因其性能而受到工程领域的青.
- 了解混凝土填充的合金管 (CFAT) 粘合对于结构应用至关重要.
研究的目的:
- 研究混凝土填充合金管 (CFAT) 的粘合行为和强度.
- 为CFAT开发债券强度公式和债券滑动构成模型.
- 为了验证CFAT分析的有限元模型.
主要方法:
- 在圆形和方形CFAT标本上进行推出测试.
- 分析了故障模式,负载滑动/应变曲线和应力分布.
- 开发并验证了一种债券滑动构成模型和有限元模型.
主要成果:
- 最终的粘合强度有所不同:圆形CFAT的0.771.77 MPa和方形CFAT的0.220.51 MPa.
- 增加的断面尺寸和宽度与厚度的比率显著降低了结合强度.
- 一个拟议的公式准确地预测了最终的债券强度.
结论:
- 这项研究为CFAT提供了一种经过验证的债券滑坡构成模型.
- 弹元素有限元素模型为CFAT分析提供了准确性和效率.
- 这些发现有助于设计和分析混凝土填充的合金管结构.
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