关于钢筋混凝土平板板柱结构逐渐崩的审查
Xiao Li1, Tengfang Dong2, Chengquan Wang1
1Department of Civil Engineering, Hangzhou City University, Hangzhou 310015, China.
Materials (Basel, Switzerland)
|May 14, 2025
概括
平板板柱式结构容易因穿孔剪切故障而逐渐崩. 本综述综合了实验,理论和数值方法,以提高它们的抗崩性.
科学领域:
- 结构工程 结构工程
- 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
背景情况:
- 钢筋混凝土平板板柱结构缺乏梁冗余性,使它们容易发生穿孔剪切故障.
- 在极端负荷下,这种故障可能会引发渐进式崩,造成严重后果.
- 了解和减轻这些风险对于结构安全至关重要.
研究的目的:
- 系统地审查最近在平板板柱系统的渐进式倒塌阻力方面的进展.
- 分类和分析用于评估极端负载下结构性能的方法.
- 确定耐崩设计的研究重点和挑战.
主要方法:
- 使用准静态和动态负载的替代负载路径方法的实验调查.
- 理论分析侧重于膜作用,穿孔剪切和穿孔后剪切机制.
- 使用多尺度建模和先进的有限元分析进行数值模拟.
主要成果:
- 实验研究澄清了在各种柱子移除场景下负载再分配和阻力机制.
- 结合应变硬化和变形兼容性的分析模型显示了更好的准确性.
- 数字模拟有效地复制了崩行为,通过全面测试数据验证.
结论:
- 已经建立了对平板板柱系统的崩机制的全面理解.
- 确定了对抗崩设计的关键研究重点和技术挑战.
- 这一综合研究为未来对平板板系统多重危险影响的研究提供了基础.
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