在不同情况下,研究CFST结构在碰撞负载下的抗崩性能
Lian Song1, Lin Wang2, Xuan Wang1
1College of Urban Construction and Engineering, Chongqing University of Arts and Sciences, Chongqing, China.
PloS one
|February 12, 2025
概括
这项研究模拟了低速车辆对混凝土填充钢管 (CFST) 框架的冲击. 撞击速度显著影响结构反应,并对建筑物的稳定性构成风险.
科学领域:
- 结构工程 结构工程
- 机械工程 机械工程
- 材料科学 材料科学 材料科学
背景情况:
- 车辆冲击对结构完整性构成风险,可能导致逐渐崩.
- 评估撞击后结构的剩余容量对于安全至关重要.
研究的目的:
- 为了研究混凝土填充钢管 (CFST) 复合平面框架在车辆冲击下的连续崩阻力.
- 分析撞击速度的影响,并评估不同分析方法的可靠性.
主要方法:
- 使用ABAQUS软件进行有限元分析.
- 低速撞击场景的直角实验设计和数值模拟.
- 直接模拟 (DS) 和替代路径 (AP) 方法的比较.
主要成果:
- 对撞击和剩余框架观察到两种不同的变形模式.
- 柱中的轴力在撞击后表现出不同的反应,其中速度是关键因素.
- 发现替代路径 (AP) 方法在评估内部力量和崩程度方面不可靠.
结论:
- 撞击速度是影响其余结构动态影响的最关键因素.
- 该研究强调了AP方法在冲击负载场景中的局限性.
- 这些发现对于提高受意外冲击影响的建筑物抗塌能力具有重要意义.
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