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在钢筋混凝土柱中量化爆炸损伤和故障模式转换,使用无维模型
JiaXin Li1, JianPing Yin2, XuDong Li1
1College of Mechanical and Electrical Engineering, North University of China, Taiyuan, 030051, China.
Scientific reports
|October 2, 2025
概括
这项研究开发了一种有限元模型,以评估钢筋混凝土柱的爆炸损伤. 这些发现提供了一种方法来预测抗爆炸性,并提高结构安全防爆.
科学领域:
- 结构工程 结构工程
- 爆炸负荷分析分析
- 材料科学 材料科学 材料科学
背景情况:
- 爆炸对建筑结构构成重大威胁.
- 钢筋混凝土柱是关键的结构元素,需要对其抗爆性能进行评估.
研究的目的:
- 建立一个经过验证的有限元模型,用于分析在高压下钢筋混凝土柱的行为.
- 调查各种因素对柱子损伤的影响,并提出预测性损伤评估方法.
主要方法:
- 使用ANSYS/LS-DYNA进行有限元分析,以建模钢筋混凝土柱.
- 对模型与实验结果的验证.
- 对损坏因素的分析,包括电荷重量,轴负载比率 (ALR),混凝土强度和杆比率.
- 应用维度分析 (Π理论) 来开发一个无维度损害预测关系.
主要成果:
- 有限元模型在不同的缩放距离下准确地预测了列故障模式.
- 缩放距离影响故障模式,随着距离的增加,从脆性剪切转向塑料曲.
- 较高的轴负载比率,混凝土强度和杆比率,以及较低的充电重量,提高了弹力.
- 成功开发和验证了对柱子损坏的无维度预测关系.
结论:
- 拟议的损害评估方法有效地预测了在爆炸负载下钢筋混凝土柱损坏.
- 该研究为增强结构的防爆设计提供了有价值的见解.
- 这些发现为改善易发生意外或恐怖爆炸的地区的结构安全提供了参考.
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