自压缩的混凝土填充薄壁钢管柱的奇特压缩行为
Yunyang Wang1, Shengwei Sun2, Liqing Zhang3
1School of Civil and Architecture Engineering, Hunan University of Arts and Science, Changde 415000, China.
Materials (Basel, Switzerland)
|September 28, 2023
概括
这项研究测试了异常压缩的混凝土填充钢管柱. 拟议的公式准确预测最终负载,为可持续的土木工程应用提供更好的设计见解.
科学领域:
- 土木工程 土木工程是指土木工程.
- 材料科学 材料科学 材料科学
- 结构工程 结构工程
背景情况:
- 解决建筑中的可持续性挑战.
- 在结构组件中分析复杂的服务力状态.
- 研究混凝土填充薄壁钢管柱的自我压缩的行为.
研究的目的:
- 在混凝土填充的钢管柱上进行异常压缩实验.
- 分析异常比率和壁厚对机械行为和故障模式的影响.
- 提出并验证最终负载能力的预测公式.
主要方法:
- 对异常压缩的柱子进行实验研究.
- 在不同的偏心比和壁厚因子下分析机械行为.
- 拟议的预测公式与实验数据和现有的设计代码的开发和比较.
主要成果:
- 异常负载的柱子表现出横向的偏移和曲,而轴向负载的柱子显示出局部膨胀和破裂.
- 在异常压缩下,最终负载随着墙壁厚度因子的下降而显著降低.
- 拟议的公式在预测最终负载方面表现出高精度 (0.99-1.08比),超过了保守的设计代码 (0.70-0.90比).
结论:
- 与轴向压缩相比,异常压缩显著降低了承载能力和初始刚度.
- 提出的预测公式为确定这些列的最终负载提供了更准确的方法.
- 结果为在民用工业中设计和应用可持续的混凝土填充钢管柱提供了宝贵的见解.
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